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Home My WebLink AboutPermit D18-0268 - AMERICAN TOWER CORP/T-MOBILE - ANTENNA REPLACEMENTSAMERICAN TOWER CORP/ T -MOBILE 18800 ORILLIA RD S D18-0268 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049037 Permit Number: 18800 ORILLIA RD S Project Name: AMERICAN TOWER CORP/T-MOBILE Issue Date: Permit Expires On: D18-0268 7/11/2019 1/7/2020 Owner: Name: KING COUNTY -SOLID WASTE Address: 201 S JACKSON ST #701, SEATTLE, WA, 98104 Contact Person: Name: KIM BRADY Address: 25323 SE 36TH CT, ISSAQUAH, WA, 98029 Contractor: Name: Address: License No: Lender: Name: Address: A&M COMMUNICATIONS INC 202 NE 181 AVE - SUITE A , PORTLAND, OR, 97230 MCOMMCI839KC POWDER RIVER DEVELOPMENT LLC 480 S EAGLE RD STE 200 , EAGLE, ID, 83616 Phone: (425) 391-3447 Phone: (503) 320-3858 Expiration Date: 5/3/2021 DESCRIPTION OF WORK: REMOVE (2) ANTENNAS (2) DIPLEXERS, (2) FRLB (2) FHFB AND (3) T -ARM SECTOR FRAMES INSTALL (1) LOW PROFILE PLATFORM, (2) ANTENNAS (2) FFHH AND (2) AHLOA Project Valuation: $2Q000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $870.84 Occupancy per IBC: Water District: HIGHLINE Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 n Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: 0 Date: 7` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of th. state or local la development p Signature: Print Name: rmit does not presume to give authority to violate or cancel the provisions of any other ting construction or the performance of work. I am authorized to sign and obtain this agree to the conditions attached to this permit. Date: --r//117 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. V I W/ " YK Project No. ^ Date Application Ac (,v( Date Application Ex I Accepted: //�� Expires: 'Y) t (For office use on y) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 3523049037 Site Address: 18800 Orilla Road South, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: American Tower Corp / T -Mobile PROPERTY OWNER Name: Owen Nason/Powder River Development Name: American Tower Corporation City: Eagle State: ID Zip: 83616 Address: 10 Presidential Way Email: owen.nason@powderriverdev.com City: Woburn State: MA Zip: 01801 CONTACT PERSON — person receiving all project communication Name: Owen Nason/Powder River Development Address: 408 South Eagle Road, Ste 200 City: Eagle State: ID Zip: 83616 Phone: (262) 385-3175 Fax: (208) 938-8855 Email: owen.nason@powderriverdev.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Company Name: City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-] I.docx Revised: August 20] 1 bh New Tenant: ❑ Yes J ..No ARCHITECT OF RECORD Name: -PO wAA is PQ)( b Ai -04441\W Address: S / _ R. S iM .k_ (0✓ v ( Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: -PO wAA is PQ)( b Ai -04441\W Address: S / _ R. S iM .k_ (0✓ v ( Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: -PO wAA is PQ)( b Ai -04441\W Address: S / _ R. S iM .k_ (0✓ v ( City: " State: Zip: E� _ _ D 4s3644 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information vv Q- r (2') Q.A- nx f -S C2) Di X-e4S 2-) riu- (3 (-) F 12 I cj Cz-.) PN FI 1":C3�.11-ArAk, SeAc- 1- S. ; lkNL s�-a, t = C� N g/C O �i S \ Fr HV t t @.) th4 t � L f) Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which applv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. ,. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 e> FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Apptications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 03/27/2018 Print Name: Owen Nason Day Telephone: (262) 385-3175 Mailing Address: 408 South Eagle Road, Ste 200 Eagle ID 83616 City State Zip H:Wpplications\Forms-Applications On Line \201 Applications\Permit Application Revised - 8-9-1 t.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $329.33 D18-0268 Address: 18800 ORILLIA RD S Apn: 3523049037 $329.33 Credit Card Fee $9.59 Credit Card Fee R000.369.908.00.00 0.00 $9.59 DEVELOPMENT $319.74 PERMIT FEE TOTAL FEES PAID BY RECEIPT: R15852 R000.322.100.00.00 0.00 $319.74 $329.33 Date Paid: Friday, November 16, 2018 Paid By: JESSICA VERRE Pay Method: CREDIT CARD 016267 Printed: Friday, November 16, 2018 9:54 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY PermitTRAK PAID $541.51 D18-0268 Address: 18800 ORILLIA RD S Apn: 3523049037 $541.51 DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 $172.17 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15260 8000.322.900.04.00 0.00 $24.60 $541.51 Date Paid: Monday, August 27, 2018 Paid By: POWDER RIVER DEVELOPMENT Pay Method: CHECK 032034 Printed: Monday, August 27, 2018 1:25 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/16/2018 09:53:25 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1759 K TRAN AMOUNT: $329.33 APPROVAL CD: 016267 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/16/2018 INSOECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 7 Permit Inspection Request Line (206) 438-9350 otg-ame Pr t f juovidepIflJ �ypye of Ins • ttgnt' ` X. Address:n ' BOO &WA" • J, Kd Date Called: Special Instructions: Date �Waanted: d -24 2616 a.m. P.m. Requester: Phone No: 0Approved per applicable codes. OMMENTS: Corrections required prior to approval. 1)1141/4- Inspector: )r1-.)tH-- Inspector: Date a� g„-1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 l)8'-02(Qr Project: 6 r/2/ -/410,1,j �F COR" Type of Inspection: peso ..Mvg p-i/N4i - Address: isPeoD 13/W4Lt j kia 5'i Date Called: Special Instructions: 11` CODe r7 5-' RtreVe .5410126 Date Wanted: 8-2.3-i? a.m. p.m. Requester: SHAW -A/ cvAG/EN i<A- Phone No: 2.53 —5240 —fol 95 EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: CowP T7Z 4# A71L_ PrfRY}V7— Inspector: "05 - Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �I1iT J6 .,... i~CA: _ Mechanical d EIc ctrical V lumbing [SYCs Piping Ciy cf Tukwila BUn.,r a fIVISION ATC ASSET #: 414339 SITE NAME: BOW LAKE TRANSFER/ USWES REVISIONS No changes shat) h-^ rr1 �! to the= scoDP of work without prior approval rat Tukwila BuilcLng QivEsinn NOTE: Revisions will require a n7'/ plan submittal and may include additional plan reVie4r, fees SITE INFORMATION TOWER MANAGER: SITE ADDRESS: COUNTY: LATITUDE: LONGITUDE: GROUND ELEVATION: OCCUPANCY TYPE: ZONING JURISDICTION: ZONING CODE: PARCEL NUMBER: POWER PROVIDER: TELCO PROVIDER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 18700 ORILLIA RD. S SEATTLE, WA 98188 KING 47.43322' —122.26966' 277' AMSL UNMANNED CITY OF TUKWILA TVS 3523049037 PUGET SOUND ENERGY CENTURYLINK CONTACT INFORMATION A&E SERVICES: POWDER RIVER ENGINEERING SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: TODD HILL PHONE: 406.595.2233 EMAIL: todd.hill®powderriverdev.com SITE ACQUISITION: POWDER RIVER DEVELOPMENT SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: OWEN NASON PHONE: 208.938.8844 EMAIL: owen.nason®powderriverdev.com APPLICANT: T—MOBILE WEST LLC 19807 NORTH CREEK PKWY BOTHELL, WA 98011 CONTACT: MICHAEL REED PHONE: 425-753-0525 EMAIL: MIKE.REED 161 ©T—MOBILE.COM TOWER CONTACT: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 CONTACT: SCOTT ALPHA PHONE: 208.972.9969 EMAIL: scott.olpha@americantower.com • SITE NUMBER: SE03858A FILE NAME: 414339 SE03858A L700 FCD REV 0 081718 LOCATION: 18700 ORILLIA RD. S, SEATTLE, WA 98188 47.43322, -122.26966 60' MONOPOLE L700 VICINITY MAP SITE PHOTO -122.269676 p� i prib""„t: —--1ASTHil1-UIERIOS IneS F ---f- r 1 DRIVING DIRECTIONS DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT: DEPART AIRPORT (SOUTH). TAKE RAMP RIGHT FOR WA -518 EAST TOWARD SEATTLE / TACOMA. TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD PORTLAND / TACOMA. 1-5 SOUTH TAKE THE S. 188TH ST EXIT (EXIT 152). STAY LEFT CROSS UNDER 1-5 PROCEEDING EAST. TAKE 2ND LEFT AFTER 1-5 OVER PASS. DRIVE NORTH INTO TRANSFER STATION COMPLEX. SITE IS LOCATED ON LEFT HAND SIDE. LOCK COMBO CODE 0715. THIS SITE IS EQUIPPED WITH THE CYBERLOCK SO ACCESS TO EQUIPMENT REQUIRES ESCORT IF PERSONNEL DOES NOT HAVE OWN KEY. APPLICABLE CODES BUILDING CODE 2015 IBC ELECTRICAL CODE 2017 NEC FILE CPY Permit No. %N/ 07/(0 Plan review approval is subject to crrvrs cnd c:: icsions. Approval of construction documents do:3 r`cr the violation of any adopted codo cr o;c;ncrce. F:ces!pt of approved and conditons;';;�+R, By: Date: City of Tukwila BUILDING DIVISION DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE SHEET 0 GN -1 GENERAL NOTES 0 GN -2 GENERAL NOTES R�Clie'1�c.rr 1y� C-1 SITE PLAN P S V LL..- VL Lr' Y CODE COMPLIAt V CE C-2 ELEVATIONS void �q••�� p� Arr io 4$ C-3 ANTENNA PLANS D C-3.1 RFDS _(� (� S 0 08/17/18 C-4 EQUIPMENT DETAIL. St© 1 9 20 i 08/09/18 ISSUED FOR REVIEW 90% C-5 EQUIPMENT DETAIL . 111 ISSUED FOR REVIEW 90% RJP C-6 EQUIPMENT DETAIL.. City of Tukwila THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ME MADE ARE EXECUTED OR NOT. THESE DRAWINGS MID SPECIFICATIONS S1OLL NOT BE USED BY MY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 C-7 CABINET DETAILS BUILDING DR,,/IQ! ON G-1 GROUNDING PLAN L� i' G-2 GROUNDING DETAILS 0 RECEIVED CITY OF TUKvVILA AUG 2 7 2018 PERMIT CENTER SCOPE OF WORK RFDS VERSION 6.4 05/24/18 AT ANTENNA LEVEL, REMOVE (2) SBNHH-1D65C—SR ANTENNAS, (2) TMBXX-6516—A2M, (8) DIPLEXERS, (2) FRLB, (2) FRIG, (2) FHFB, AND (3) T—ARM SECTOR FRAMES AND INSTALL (1) LOW PROFILE ANTENNA PLATFORM, (2) AAFIA ANTENNAS, (2) FFHH-65C—R3 AND (2) AHLOA. RELOCATE ALL OTHER EQUIPMENT TO NEW LOW PROFILE ANTENNA SECTOR PLATFORM. AT GROUND LEVEL, REMOVE (1) ULTRASITE CABINET (2) FSMF, AND (3) FBBC AND INSTALL (1) FCOA, (2) AMOB, (3) ABIA, (1) ASIA, (1) ABIL, (1) ASIK. T • •M©bile • A AMERICAN TOWER' 41001441. POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ME MADE ARE EXECUTED OR NOT. THESE DRAWINGS MID SPECIFICATIONS S1OLL NOT BE USED BY MY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL NOTES 1. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 2.WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. 3.OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED OT THE ENGINEER SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 5.THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6.SAFETY: CONFORM TO ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATIONS FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. 7.ANY PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE EXPENSE OF THE ENTITY REQUESTING THE SUBSTITUTION PRIOR TO THE INSTALLATION. 8.THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILITY PROBLEMS PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING STRUCTURES, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE GOVERNING AGENCY. 15. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE AND FEDERAL REGULATIONS. 16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CARRIER. 17. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSTALLATION OF THAT PORTION OF WORK. 18. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 19. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. 23. GOVERNING AGENCY -APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 25. AS -BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE CARRIER CONSTRUCTION V SUPERVISOR'S S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE CONTRACTOR, AS APPLICABLE: A.AS BUILT DESIGN DRAWINGS B.SWEEP TEST RESULTS C.RESISTIVELY TEST D.PHOTO DOCUMENTATION OF: I. UNDERGROUND CONDUITS AND GROUND RING II. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS III. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA IV. GROUND BAR ATTACHMENTS E.SIGNED OFF PERMIT CARDS F. CERTIFICATE OF OCCUPANCY G.RETURN OF KEYS AND/OR ACCESS AUTHORIZATION H.ORIGINAL BUILDING PERMIT SITE WORK NOTES 1. SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. 2.REFERENCES: A.DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C.OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) D.AASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) 3.INSPECTION AND TESTING: A.FIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPATION AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 4.SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B.CONTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C.AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D.KEEP SITE FREE OF ALL PONDING WATER. E.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 5.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. 6.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 7.PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. 8.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. 9.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT PERMITTED. 10. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 11. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXCESS EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) SECURITY FENCE NOTES 1.PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR AND BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR MATERIALS. 2.FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM A392 2 -INCH MESH 9 GAUGE WIRE (0.148 INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED AND BARBED. 3. POSTS: A.LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH O.D. B.END CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 INCH 0.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ALL APPLICABLE ASTM STANDARDS FOR FENCES OVER 8 FEET HIGH, SIZE POST ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 4.TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66 -INCH 0.0.), SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 A120. 5.TENSION WIRE SHALL BE 7 -GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE WITH ASTM A116, COATING CLASS III. 6.BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE FABRICATED OF 1/8 INCH BY 7/8 INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLTS AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. 7.FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9 -GAUGE. 8.POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE GALVANIZED PER ASTM A15J. 9.BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12-1/2 GAUGE WIRE ASTM A121, CLASS 3 WITH 4 -POINT BARBS SPACED 5 INCHES APART. THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45 -DEGREE ANGLE, HEAVY -PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM. 10. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. 11. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP OF THE COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH AS DRAINAGE DITCHES, ETC., THE FENCE SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. PRIOR TO PLACING COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES, ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHED AT LEAST 75% OF ITS DESIGN STRENGTH OR HAS CURED A MINIMUM OF 7 DAYS AFTER SETTING THE POST. 12. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES SHALL ALLOW SWING GATES TO SWING 180 DEGREES. PLUNGER BARS SHALL HAVE TOP, BOTTOM AND MIDDLE LOCKING POINTS WITH THE MIDDLE POINT ARRANGED FOR PADLOCKING.GATES KEEPERS CH EE WHEN THE GATE ISSWUNG OPEN. AUTOMATICALLY410 REPAIR'PAC•YABOfUTING DAMAGED IN THE FIELD WITH METHODS AND TECI I yAAFC01,AM5WL BY THE MANUFACTURER. �� 1111 ff�� VV J /A AUG 2 7 2018 PERMIT CENTER T • •Mobile • A AMERICAN TOWERJ /0404Sitik. d_PQW_DER. RIVER REkEnoineering es ww w.poivdeen!icr`verdevcom CODE COMP!_ IANCF BUSiNgopo J r 5004 REVISIONS REV DATE DESCRIPTION INT SEP 19 21113 Cly of Tufrwih :� 4: -Z 8 -' c N ..O.0 1111 1 RJP RJP B 08/09/18 IS • .' - , .. A 06/12/18 ISSUED FOR REVIEW 900 RJP 8813 REGISTERED \\/ ARCHI,IT�E.,CT14 GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE MND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY PRE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WTHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -1 ELECTRICAL NOTES 1. THESE NOTES DESCRIBE THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL ELECTRICAL SYSTEMS. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2.THE PUBLICATIONS LISTED BELOW FORM PART OF THESE NOTES. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL APPLICABLE AMENDMENTS G. UL (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4.WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. 5.ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. 6.SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE CARRIER CONSTRUCTION SUPERVISOR AND BY THE ENGINEER. 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. B.CONDUITS: A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. C. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS. D. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. 9.CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600 -VOLT INSULATION. A. #8 AND LARGER -STRANDED TYPE, THHN OR THWN. B. #10 AND SMALLER -SOLID TYPE THHN OR THWN. C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW. D. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW 10. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. 11. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS SHALL BE PROVIDED EVERY 3'-0" ON CENTER. 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. 13. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES. 14. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED. 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL. 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. 17. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. 18. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3 -INCH TO 100 -FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 19. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. 20. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. 21. MARK UNDERGROUND CONDUITS WITH A 6 -INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE. 22. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN CARRIER -APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 25. LNA/MHA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. GROUNDING NOTES 1. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. 2.APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. FENCE AND GATE POSTS B. ELECTRICAL POWER SYSTEMS C. GROUNDING ELECTRODES D. GROUND BUS BAR E. SERVICE EQUIPMENT F. ENCLOSURES G. MONOPOLE / LATTICE TOWER H. ICE BRIDGE 3.REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. UL (UNDERWRITERS' LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 4.MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING: I. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. II. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND-TO-EARTHRESISTANCE IS LESS THAN 5 OHMS. 111. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. IV. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. V. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT, AND ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. VI. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. VII. APPLY CORROSION -RESISTANT FINISH (NO -OX OR CARRIER -APPROVED EQUIVALENT) TO FIELD -CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. VIII. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT A MINIMUM OF ONE LOCATION SO THAT THEY ARE AT THE SAME VOLTAGE POTENTIAL. IX. ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET MAXIMUM. B. GROUND RODS: I. GROUND RODS SHALL BE 5/8" DIAMETER WITH 8'-0" EMBEDMENT MIN., COPPER CLAD DRIVEN ROD(S). II. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. 111. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-0" AND A MAXIMUM SPACING OF 10'-0" ON CENTER. IV. GROUND RODS SHALL BE BURIED BELOW THE FROSTLINE. AT NO TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE 10'-0", SHALL BE DRIVEN AT AN ANGLE NOT GREATER THAN 45 DEGREES (NEC 250-83 AND 250-84). VI. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS -BUILT DRAWING COMPLETE WITH DIMENSIONS. VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTION DRAWINGS. C. GROUND CONDUCTOR: I. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. II. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY CADWELD AND SHALL BE I NSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. 111. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: IV. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) V. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 -INCH MINIMUM BENDING RADIUS. VI. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90 -DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES, WITH THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. 5.PREPARATION: A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION, ETC. B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR TO TRENCH BACK FILL. ALL WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY THE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. 7.GROUND TESTING: A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF POTENTIAL METHOD. B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPR AS OUTLINED. ALL TEST CONSTRUCTION SUPERV ED 0UJSIDEfF1RM,SHALLP,ERFQRM ESULTT--SMALL'BE+F.1 WAROEDiCTO CMALSTIO-Wi PLIANCE APPROVED SEP 19 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 7 2018 PERMIT CENTER HE GROUND TEST E CARRIER lill • •Mobile • A. AMERICAN TOWER° /014:ISSIk POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ME AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GENERAL NOTES SHEET NUMBER: G N-2 ONRAMP TO NORTHBOUND 1-5 x EXISTING ACCESS ROAD X X X EXISTING VEGETATION X EXISTING T -MOBILE PPC/TELCO CABINET ON CONCRETE PAD EXISTING T -MOBILE CONCRETE EQUIPMENT PLATFORM X X EXISTING TRANSFORM ER EXISTING HANDHOLE EXISTING T -MOBILE ICE BRIDGE X EXISTING FENCE X X X DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. EXISTING ICE BRIDGE (OTHERS) EXISTING VAULT EXISTING T -MOBILE H - FRAM E EXISTING T -MOBILE PURCELL CABINET EXISTING T -MOBILE ULTRASITE CABINET TO BE REMOVED PROPOSED T—MOBILE (1) MOB, (1) ABIL, (1) ASIK EXISTING T -MOBILE FCOA CABINET EXISTING T—MOBILE FSMF (2) AND FBBC (3) E REMOVED PROPOSED T -MOBILE (1) AMOB,(3) ABIA, (1) ASIA — EXISTING T—MOBILE TO REMAIN (1 TOTAL) EXISTING MONOPOLE EXISTING UTILITY H -FRAME (OTHERS) PROPOSED T—MOBILE FCOA CABINET EXISTING EQUIPMENT PLATFORM (OTHERS) REVIEWED FOR CODE CO; PLIAN APPROVED SEP 19 2013 City of Tukwila BUILDING DIVISION x EXISTING VEGETATION RECEIVED CITY OF TUKWILA EXISTING CONCRETE WALL AUG 2 7 2018 PERMIT CENTER ORILLIA ROAD SITE PLAN SCALE: 1/8"=1'-0" (11x17) T •Mobile A AMERICAN TOWER' /044,SSL POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \\f ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PIANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE MD SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS MD SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: SITE PLAN SHEET NUMBER: C-1 EXISTING T -MOBILE APPURTENANCE LIST: FINAL T -MOBILE APPURTENANCE LIST: POWDER RIVER ENGINEERING SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT (3) SECTOR FRAMES (2) QUAD PORT ANTENNAS (2) HEX PORT ANTENNAS (4) TMA (2) FRLB (4) FHFB (2) FRIG (8) DIPLEXERS (1) COVP (8) COAX CABLES (1) HYBRID CABLE T.O. LIGHTING ROD TIP (1) LOW PROFILE ANTENNA PLATFORM (2) MASSIVE MI MO ANTENNAS (2) OCTA PORT ANTENNAS (4) TMA THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. (2) AHLOA (1) COVP (8) COAX CABLES (1) HYBRID CABLE ii, T.O. LIGHTING ROD TIP 4' EL. 64.2' (AGL) T.O. EXISTING ANTENNAS (OTHERS) �� DESCRIPTION EL. 64.2' (AGL) T.O. EXISTING ANTENNAS (OTHERS) �� 61.2' (AGL) T.O. EXISTING MONOPOLE EL. 61.2' (AGL) (� T.O. EXISTING MONOPOLE oitEL. CL OF EXISTING ANTENNAS (OTHERS) EL. 60.5' (AGL) $ 4, Q OF EXISTING ANTENNAS (OTHERS) EL. 60.5' (AGL) EL. 58'-0" (AGL) g1:i 111 EXISTING MICROWAVE (OTHERS) EL. 58'-0" (AGL) 0 08/17/18 100% CONSTRUCTION RJP g 08/09/18 >a EXIS11rdGOPVAVE`(OTHERSj� (,. REVIEWEDFOR G NCE A OF EXISTING EMPTY MOUNT (OTHERS) ISSUED FOR REVIEW 90% RJP EL. 51'-0" (AGL) rL OF EXISTING EMPTY MOUNT (OTHERS) THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT RE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WTHOLR PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 V SHEET NUMBER: C-2 Q%A� b 4. EL. 48'-0" (AGL) T.O. EXISTING T- MOBILE E_ ANTENNASTO EXISTING T -MOBILE FHFB TO BE REMOVED (2 TOTAL) EXISTING T -MOBILE FRIG BE REMOVED - i 97 EL. 48'-0" (AGL) EXISTING T -MOBILE TMA (2 PER SECTOR, 4 TOTAL) ii, T.O. PROPOSED T -MOBILE ANTENNAS I J0 SEP 19UIJ EL. 41'-0.5" (AGL) AI, EXISTING T -MOBILE ANTENNAS -1 1111 (1 PER SECTOR, 2 TOTAL) EL 421-0" (AGL) City of Tukwila q PROPOSED T -MOBILE ANTENNAS 1 I■ BUILDING DIVISION Y EL. 38'-0" (AGL) EXISTING T- MOBILE TMA TO REMAIN SECTOR, 4 (2 PER TOTAL)(2 EXISTING CMOBILE FRLB TO BE REMOVED (1 PER SECTOR, 2 TOTAL) EXISTING T -MOBILE COVP TO REMAIN (1 TOTAL) EXISTING T -MOBILE 7/8" COAX CABLES TO REMAIN (8 TOTAL) EXISTING- 13 m I EXISTING T -MOBILE ANTENNAS -FFTO BE REMOVED PER SECTOR, 4 TOTAL) EXISTING T -MOBILE DIPLEXER TO BE REMOVED (4 PER SECTOR, 8 TOTAL) EXISTING T -MOBILE 1-1/4" HYBRID CABLE kb EL 38' -0" (AGL)r PROPOSED T -MOBILE COMM SCOPE HH -65C -R3 ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T- MOBILE AHLOA MOUNTED BEHIND ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING T -MOBILE COVP (1 TOTAL) EXISTING T -MOBILE 7/8" COAX CABLES (8 TOTAL) EXISTING MONOPOLE EXISTING T -MOBILE COVERED CONCRETE EQUIPMENT PAD 4IY _ PROPOSED T- MOBILE NOKIA AAFIA AIRSCALE MM 16T16R B25/B66 200W ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T -MOBILE LOW PROFILE PLATFORM (RMQP-4096-HK OR EQUIVALENT) EXISTING T -MOBILE 1-1/4" HYBRID CABLE (1 TOTAL) EXISTING EQUIPMENT PLATFORM (OTHERS) MONOPOLE EXISTING T -MOBILE COVERED CONCRETE EQUIPMENT PAD TO REMAIN (1 TOTAL) EXISTING EQUIPMENT PLATFORM (OTHERS) .1,. n GRADE :�•��'••••• A •C•••••••q•••• •••••••••• , NV •••��•••• ••• ••••.1•••W••• 000.0000 ••• iil �aiii• •••444�"`•44•� ••••••••M••• ••••••••• ••• •••••••••li��•• ••••••••• .�• •••••••••.•• ♦••••••••11••• •••••••••o�••• �� ••••A* '••w�_"4•1•••••••: ••.�i.,..... ••1 •,, 0000• •• ••I�i10•••• ••1 ••• 0000• • ••O�i111••••••1 •tl• 0000•p •• •• 1111•••••••1 .:. .....M.. ••0•�0•••• ••1 •••, •••••t�•• ••O•�0•••• ••1 •••. 0000• •• ••,/•'•0••••�••/ ♦�•11••••• •• ••1••0••••qq••••/ •i�i11� �•••J••• ••••1r••••" , •••••••1 ••••••1 ••••••1 •••••• ••••••1 t•••••1 ••••••1 •••••• ••••••11•••••1 ••••••I •••••• ••••••1 �•••••• ......I......• ••••••1 ••••••1 ••••••I •••••• ••••••1 t•••••1 ••••••I 0000••• ••••••1 t•••••1 ♦•••••I,••••••• ••••••1••••••• ♦••••• •••••••• ••••••11•••••1 /. � •�y• 11 •�•1 •►• •1•} 11 •,•/ ••1 •�•]• 11.11.11 ••11•I•T••• 11. • •••I••i 11•••1 •••1.1 11.1•• ♦•►1• 11••1• •••1•f 1,/•• •• •wwf!iw !� !11 •• 100,0• 1•• ••�•• �•• ••�•• •�•• �•• ...... •••�/•• ••• •••�/•• M• •• ��•• M• ••••• M•1t••11•••••1••••0••1 � • ••1•••••11••••••1 •11•••••Ii�••••••1 ••1•••••11•••.... 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EL. 0'-0" (AGL) _ww•••• 1 A EL. 0'-0" (AGL) „ CITY AUG PERMIT 1, _�,Ii�••••••••••• OF T U K 2 7 2018 CENTER W i L A TOWER ELEVATION (EXISTING) SCALE: 3/32"=1'-0" (11x17) 2 TOWER ELEVATION (PROPOSED) SCALE: 3/32"=1-0" (11x17) 1 T • •Mobile • A AMERICAN TOWER' /004,4S4k POWDER RIVER Engineering Services, LLC www.powderrivertlev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT RE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WTHOLR PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 T • •Mobile • POWDER RIVER ENGINEERING SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. /04:S%4k POWDER RIVER Engineering Services, LLC www.powderoverdev.com BUSINESS LICENSE #: 3004 ANTENNA SCHEDULE REV DATE SECTOR ALPHA (RED) BETA (BLUE) ANTENNA POSITION A-1 A-2 B-1 B-2 ANTENNA TYPE L700/U2100/G1900 L2100/L1900 L700/U2100/G1900 L2100/L1900 AZIMUTH O' 0' 220' 220' RAD CENTER (AGL) 38'-0" 38'-0" 38'-0" 38'-0" 08/09/18 ISSUED FOR REVIEW 90% MODEL COMMSCOPE FFHH-65C-R3 NOKIA AAFIA MASSIVE MIMO COMMSCOPE FFHH-65C-R3 NOKIA AAFIA MASSIVE MIMO 8813 REGISTERED \\\(( ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 CABLE LENGTH ±70'-0" SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-3 Pi_V!LAV:-ID F61:171 . ' ANTENNA SCHEDULE (PROPOSED) GVLJL . �,I �-LIHiVl.E 1 1 a EXISTING T -MOBILE ANTENNASTO ¢ TO BE REMOVED = a (2 PER SECTOR, 4 TOTAL) a EXISTING T -MOBILE FRIGs III TO BE REMOVED o a _ H ¢ N °- < a ill I''?"] o EXISTING T -MOBILE TMAs REMAIN it (2 PER SECTOR, 4 TOTAL) N < EXISTING T -MOBILE FRLBs TO BE REMOVED (1 PER SECTOR, 2 TOTAL) SEP 19 2313 City of Tukwila f BUILDING DIVISION < PROPOSED T -MOBILE NOKIA AAFIA AIRSCALE MAA 1 16T16R B25/B66 200W ANTENNA S (1 PER SECTOR, 2 TOTAL) PROPOSED T -MOBILE AHLOA (1 PER SECTOR, 2 TOTAL) b < II 1 ^d b PROPOSED T -MOBILE COMMSCOPE FFHH-65C-R3 ANTENNA II (1 PER SECTOR, 2 TOTAL) EXISTING T -MOBILE TMAs (2 PER SECTOR, 4 TOTAL) (1 PER SECTOR, 2 TOTAL) . .1.21 EXISTING T -MOBILE DIPLEXERS TO BE REMOVED (4 PER SECTOR, 8 TOTAL) ^il'l.'�� I ��-: •' . . �, .,�.; �: _ - -- I� ^ O • EXISTING T -MOBILE COVP UNIT TO REMAIN(1 TOTAL)WOWi'r�'%i�i' 00 C� EXISTING T -MOBILE EXISTING T -MOBILE FHFB \ T -ARMS TO BE REMOVED ��\ .'. (2 TOTAL) e�ity- <s- `1,N �ti of. •©' EXISTING T COVP UNIT L;;.,,;;..;;.I A!.it �i' ,..•Vat !i„SS I ';;;i'��' ' �„ ter 05ryd 0°ry ;..;;.,,;;,� -MOBILE (1 TOTAL) ,,,;,Fig PROPOSED T -MOBILE oS;'i' LOW PROFILE PLATFORM (RMQP-4096-HK OR EQUIVALENT) ' �• c a Y • -- I v j : S t -'-i �' 1�) CITY OF .TL K VY II A AUG 2 7 2018tv N PERMIT CENTE \�l► Aro ANTENNA PLAN (EXISTING) SCALE: N.T.S. 3 ANTENNA PLAN (PROPOSED) SCALE: N.T.S. 2 T • •Mobile • A AMERICAN TOWER` /04:S%4k POWDER RIVER Engineering Services, LLC www.powderoverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION NT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \\\(( ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-3 6771 B_R4_2FRIA StyIe1A1BTMAUMTSGSMGRD.jpg 6771 B R4 LTE AWS+PCS+600+700 UMTS AWS+GSM PCS (Only Alpha Seca shown here) AA FIA LTE AVVS+PCS (Alpha Sada) _1a ■ AWS UMM TMA 88.4818 �Y le AH LAA (600/700Mhz Dual Band) Top COUP 4. --T Cable (Pow d Flbar) BoDlxn C OVP Pow AN.me. LTE AWSMC 5,701.000 I FRO j DMTSAWS 0 o El Notes: FSAE UMTS AWS 19v' m ,edml ■ ■• ■. ■ ■. ■ Tal IRI 11 •1 1a, IRI 101 101 .ROI p (01 C: Opl Ii:iO.YO fO `• F:XFBT ^ SF; 1 6 ,,,,11,,.T.m 11111, tP„J,,.,,,, 1,1 Ya », ems I Apt 'w. 'e. 11111!..1 ES GSM Legend coan — TM CO_ _ I, :.. I • E-: ,.:1 - ii :... Li I 1 SECp 1 9 23;3 I City of Tu'twila BU1i-E:i"'3 a\.'t :1CN RECEIVED C1"Y OF TUKWILA AUG 2 7 2018 PERMIT CENTER RF CONFIGURATION (PROVIDED BY T -MOBILE) SCALE: N.T.S. I 1 T • .Mobile» A AMERICAN TOWER' A01%k46\.' ' POWDER RIVER Engineering Services, LLC www.powderriverdev,com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON Oh .I Iii THESE PIONS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERNCES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE WADE ARE IXECUIED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF TIE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: RFDS SHEET NUMBER: C-3.1 T • •Mobile • AirScale MAA 16T16R B25/1366 200W AAFIA Dual band massive MIMO, 5G New Radio ready, integrated antenna system ryx $ A'...i.. sxt^^aG+ '' ^'y .5 y 1 ';.. ':'• « �$ -- II �rvF ,r 7 "' I , -.. __'. -.--�, $r T.': v - "i1...3� "- 'I • E �� REVISIONS REV Radios FED LTULTE-A/LTE-Pro/fq INT / 1 F •:_ RF power per band 100WI16>6.3Yd Alf �,.Z Bb_4 Rood 9btb• RX 20 le BlkA > Bawd 66 1710-1780 Hilt, 2110-2200 NW�W' 625/66?COIN Bawd25 1830-1915Wit 1930-1995*Ht In* Beadrridth (toad 646 DLO6NI13/UL 7011X., Bawd BS: DLNL 656X3 0 08/17/18 10012 CONSTRUCTION *studded Bandwidth Band 56: 406X* Bud 25: A01414 08/09/18 ISSUED FOR REVIEW 90% RJP Power Consumption 1600W)70% toed). 24006100% load on both bands ISSUED FOR REVIEW 90% RJP BeetiaNrp Horizontal Se33nr17allon,AWWh Bn.020,ning THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REI/A10 THE PROPERTY OF POWDER RN•FR DEVELOPMENT 5QMCE5. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED 8Y ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAILS nodala0ea Schorr. QPSU, 16(240. 60(24)025604X, 1024004 VA E- r 11506 Ll Low In RS PronthaN%1edea CPRI(Rote 71 two 9.86b/s SFP portsp. band 1."4 I'n Montbj WAR Pole IP Rating 655 . bol Purer -ARV OC Bow) -40V-•5791 She 184006500300500 12438 i 006121.1 Conhdmy.4l NOKI AirScale MAA 16T16R B25/B66 200W AAFIA— Antenna Details Band 66 Band 25 pommy0,nd (428 9x I TX RX TX ntenaeenigulainr 6-0Ut08n 1 -pd. Witd18)6 8-!2 202 A -poi aril... •p00irB /ng4.ncy 1710-1780 2110-2200 1850-1915 1930-1995 eanlonnhw Gin WWI 41 b,Am) >29 >24 >23 >24 zNWUl baamMdth, j'f (Slbawm] 1633 1339 1533 to 33 nmionnIng Gain tder1(22 bawm) > 20 > 21 > 20 > 21 lirouthbeann4Mh(')(52 beam) 3404 3224 3330 333a amnia) Coin WW1 161 beam) >18 >16 >18 >18 YmMbewa«dlh 11611 beard 6035 6005 6005 6005 . ovation Maruidth typical C] 5.5 31 5.5 31 5.5 31 5.501 RET (Ramote.I.ctr40159X) 27.12' on stewing rarme I5TL._ •/- 45' Own205215202)2256800(52) 0/- 35' MANUFACTURER: COMMSCOPE MODEL: FFHH-65C—R3 WEIGHT: 127.6 LBS DIMENSIONS: HxWxD: 95.9" x 25.2" x 9.3" FREQUENCY: 617MHz-806 MHz 1695-2360 MHz CONNECTION: (8) 4.3-10 FEMALE LS WELL a7imuthwlh power taps 6a) >20 H.BaA Rank. O5160'330 MI >25 asdw lmermoduitbn 204508m HMI .-153 1 62028508 NOK IA NOT USED 5 ANTENNA DETAILS SCALE: N.T.S. 3 II"i1-�'I4.�-- '- ' ` ANTENNA INFORMATION /•� _ _ ; ; SCALE: N.T.S. 1 16!�I CV 6•.,.�_r .I -L:` 1toV4 isii'11 II ..i.. ty�L. A.) ^, SEP 1 9u i3 , ity of Tukwila '.TILL,'.rG DlVISICAI 1711111111,0", I �' ill) TOP BRACKET V1�4�:., :- i/, 7 1 BOTTOM ANTENNA MOUNTING BRACKET (OR EQUIV.), (TYP.) PROPOSED ANTENNA RECEIV>-'- 0' CITY OF TU . iAUG 2 7 4, ..- °• PERMIT CE BRACKET "' V I /I 4 ` �, i. R I I NOT USED 6 NOT USED 4 ANTENNA ATTACHMENT SCALE: N.T.S. 2 T • •Mobile • A I AMERICAN TOWER' /0%04S141i POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 10012 CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT \\I GLENN WALKER STATE OF WASHINGTON 08 /17/18 THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REI/A10 THE PROPERTY OF POWDER RN•FR DEVELOPMENT 5QMCE5. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED 8Y ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-4 IF a oMobi1e a NOKIA 'Iii!l.b POWDER RIVER Engineering Services, LLC ymw.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS ARIA 7 Capacity t . . f; . • Pl., - • LtT,, t ,,T F 1;' I r;lnn s 0 ,htin ec'I� ac.. DATE • AMA 3Indoor Subrack I . Housing for ABIs and ASIA plug-irrs • Bac,planeeV:s_cxfne.Sions rIT1rd" INT One Subrack Indoor Maximum configuration : g • 6 ABIA +2 ASIA +1 AMIA • IP20 rating (Indoor) • ^ �" 331JJ ' y ) 1 ._ � , am to 1 Il firesiA ° , I-�`�... -�' , °� #FFPr� � � i I �_ i .. 'I 1, IS�. 1 ,, �i �_. �� . •� f . One Subrack Outdoor Maximum configuration : .Tlt•.atW JWrr!•7 R..:4R-+N '�wxlr.. �. , � �14n1.nil;.r f14 i., ` "` : ri rillIF '•�I.T•1tw`r4 • 6 ABIA +2 ASIA +1 AMOB 08/17/18 100% CONSTRUCTION RJP •ace p T '"`" tai MI li it w r.�41 as ii, 011'4 se xw w. 08/09/18 ISSUED FOR REVIEW 90% • IP65 rating A 06/12/18 ISSUED FOR REVIEW 90% w .. w w w; `.E w .ii . . is --.ifi n . �.�,.,•.JMt1•:tD.NAY..JWAiYM.M�.M+`M••t+ -:. . .; , ... - -.--.WO"�__-+ ... ____. 8813 REGISTERED ARCHITECT No boots on ASIA and ABIA fiber/power/Ethernet connectors GLENN WALKER STATE OF WASHINGTON OH 1/; 18 c..S.0111••L T..-1..,... t gee N 1M••J)d ' r' Use., ...Dow MM... VM It MOX nn �AHLOA:60ai'Vl�ia/700MHzRadio (4Tx4RXRRH) SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAI LS .. ...�. —' - NOTE: No power connections for Radio Module ASIA Al10i k -'CbrnmoTt • . • ,aoa ASIAandAScor Hcs using for ASIA and ASIA plug fns • 8ociwlarle ilitefcolm+ecfiom between cards units - ,�.,, . ,..:„......• .. � . r ' "-- /5✓i ' r 4,1vt:0r� ABIA .�!�} rs�: ',nu'', . i r lt• ♦,•11 ^ s ....-1.--.....---“---1;;?--- y [ -. —• I —•�-r, =-f °�' M°•^ •T,•DN.I•.D� Dawe P.•N 44=1144 ICW/OCW Iv :6444/F4:16•44 nn 8.dl Paver Shulni fes 1141411,64441 Weir 43 7 gm 4.41 no tart,,. bracket, fix 4176444 62 it A Weels.ens SCOny1 a= NMI a 11.7111 COnnetwr 4S-1D.I4parts) MICA • Based on Airscale Platform • Tower installation only (No Ground installation) • License requirement for M I MO Functions and Dual Band • Utilizes 4.3-10 RF Connector • CPRI fiber front haul •^— - - • Product expected Q2 2018 • Half subrack Half subrack, • • a ••, G C ✓• SUblank DG�SIM 64.1414104141011 I1Ff [JIF3 I00 EC L OUT G /7Y «.r A % $Eiti. A A B 1.:D4.d S -Core orCanvonf:maths Li M-SubrLd M I Max -•- -' _ i` • + • a _ i ASIA WI ti V I olid s•. 4+c •....• • • .:..._ -Ira. .Y'—'. em - - I 0 0 Sl d1 A N.14 4i'46:1i49:I4 A B T 7 / / z ' IMP MDR e� - ASIA / ABIA / AMOB DETAIL SCALE N.T.S. 3 RADIO INFORMATION CiJ� = � 'r-- F SCALE, Iy-c:r.- '� ► a*J ``44,,, p 1 ,� 1. 1"a. • ■ a.. .... SEP 19 Z„'3 City of ILO-mina BU;LE !r ' ; D1\i1 2'C1':I ANTENNA MOUNTING BRACKET, SUPPLIED W/ ANTENNA (TYP) PROPOSED T—MOBILE ANTENNA (('`�� RECEIVED W;TUK�'^�1i_�t MFG SUPPLIED MFG. SUPPLIED MOUNTING Hlig 1 7 2018 PERMIT CENTER PROPOSED T—MOBILE ANTENNA MOUNTING PIPE OR TOWER LEG NOT USED 4 RADIO MOUNTING DETAIL 2 IF a oMobi1e a AMERICAN TOWER° 'Iii!l.b POWDER RIVER Engineering Services, LLC ymw.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON OH 1/; 18 THESE PIANS AND SPECIFICATIONS. AS INSTRUMENTS OF SDNICE, ARE AND SHILL REMAIN THE PROPERTY OF POWDER RIPEN DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EKECUIED OR NOT. THESE DRAWINGS AND SPECIF1CADONS SHALL NOT BE USED BY ANY PERSON OR ENe11? ON OTHER PROJECTS WITHOUT PRAR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAI LS SHEET NUMBER: C-5 T • •Mobile • A AMERICAN TOWER' .404404SNIk POWDER RIVER Engineering Services, LLC www.powderriverdev.com PAM411M REVISIONS MY OTV PAM NO. PAMOEECRIPTNN 160341 01246 77. 14871114871117.ET. - 0 1 4 314.11314.111184, RING YO4MT*ELOYENT 44.1E 44444 2 .0 O4NW 4417N00LOCNW11441111 E-.0 1.» 3 .0 ASENUT M•NDGAME110INUT 8 E.» 7.» RJP A 06/12/18 4 14 4 064644 sm.a.•TIE.ADEO R00RDG.1 EA EM SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-6 0 E OM. Nr aN•TNREADEDRG011400.1 4.86 EM ;_�' • N AM2a4 Dr 2aiN•NDOA»ECSOLT aoo8 ESE Eta _ 'a _ 7 M MEMM•NOGAa.0R(AlWA•1MR Elf OJT 4 m 80.11104 12•x2441-xrx raiOLT 8.004 E.» »N • .04 DEM/ta•1D0 DU MTWAEMMI EM EM w 242 OI2LW 1a•IDR LOd1WAENM Ell 314a 11 au claw 246IIFx NUT •�• MEE 12 ,2 Pane WA- 0f WA- OD xEr EN11Me0 844.l.N m 1487 N 183101400 Q'kr xrxr4R0.T RDQ) E.TI DS 74 \, `, 14 3 64100 E4Nr 8iOrI13.1100ALVAN,E0 PPE 140 14M MAO 41 15 f IL•W.0 LON PROM. PLATTGM DORNER a».1• •.041 a 0 f P1b 2il•ODktors.. nKVAN2ED INK 1mN MM ,46.17 ♦ `.) \°` 17 12 •Oa CRO•EOVER PUTS Tr 440 NM / 0� tE m x4.0,442 OLT010o.1E.» _ - II�• rE En• I INitE.»TkR AM. M20MA, 1446BIEN I NR,at4`` %$70&i:: "�, TalMESEf - -� NOG NEE .,2112 OM �U\, � n E1MMMAI ODIM KATE mlel tE 1 2a _`-® 1 N: J^ TOTKWf.1 »N.m • +r :,.�- g ��•..�`� ;1�-Win!®'� O, o `/ tii' ®tet moi` -��'"r -e ms - ° 1y �# ;�' A p0" xa -_ 1� - Q32 - 0x2 o__, DETAIL \ Pe _ A 0 ©o 0 0 Qa © 0 / ; ,l; !1. - DETAIL 0 0 O �r.roil \t 1- 9 m --� 0x2 r"�&. \ 0. ,� , ■ .. .. DETAIL C 0 _ �� o - 4 la�, 0 __-_. o- o . 0.2 `A_r DETAIL , D TOLERANCE NOTEST �- 1pM1NOMaMYErMRM.NRaNO11�ME1NR�A! 4W MUMS W MILMAMEMSIUMO MP7-MEEIMM.0M NM IMO OMMMMANDI MMMA.aPa•OEMMNOPOO RIMMAMEMEE-EM ERN 14 P LOW PROPR.E ANTENNA PIPER, ANO NDRA& SA PLATFORM MOWING MOG .wwt... N Will4.011.SSIMMOMEM4M . MRSTATTM . • ..My7meaE AUGRMIwMMMNrAAM7 MLOOMLM •ItIal COO. WA.. wA ...OW. «.1,m .• KI0.4300 Nx•wRN x+410 ION• !WI DEHX.AN .,....DNB CED M WTE 'DATE 4422 T�^�1 •lR CEN 812412014 0.1144a•4U� ORcIlW RMCP-4096-MK aw .1.1.1.1 � i REWaDNHMTORV M 1 G2 CUSTOMER COD MSW 7714x2014 , CCA- AI I .-RMQP.4098-HK _ ,_1A@ 1.1x7: E a Q�•.. :-.D 1 /4 ,.‘ YQ -... � TOW MLEEIAMETER 0 .f4,,. , ��,;,,; UILCING SEP City of 1t 2^1 i Tukwila a DTVI. 1C°9 ` 4 i � I Ya / �-.�I ,` Y ! /` f` 0 IT ►{�','' \ 1.11. lilp.. �.rl��l, DETAIL • c+&2'.112 • • 4.8.8 !fl;l l E 0 CITY � RECEIVED R E C 1= l V E ! / OF TUKWILA .► :`• . . l�.1 AUG 2 7 2018 . • »M DR SKEW SS MUMS. PERMIT CENTER 12.4. 11_ 1,; 1 11 1 111.1.0E.I • "_11:1 lIPII_11 I ,:.I 1I_ 1 1L1-1.1.1.1__..=_''- P$PPL Ili�ll�ll�ll l //EROS I �� f it TOLERANCE Nona TOIMY.0MOYEEMMMIE.IMMEOM�MlYPMEEE: ,a'Ylow►ROEE.EPUTFORM r•wa 7�1: • SAM.MMEEMM OM GUMMIM US IIMMaMAIMMEM�I°q�l R M-IIE1M 00 1 d Yr MM-AMEYEMRM W OTWELVE a-fA• ANTENNA tea. N1D2MNd1All MOURNS 1 •..,�.. • - , x.46+241 .......040/82RMOWMIYAEIMME« AAM7 'MO1MMIi�V/IRMP7 00.10 err wE.Ww.. .4.7.10 A REPLACED 1038 MITA EAR°. 44.0 CNt DA: REV1 C474704DN OF REVISIONS IGRD 1 EYE DATE }� T44811 CEN 312472014 0..,,.,xlN.et cnle.EnW RMQP-40943 e„c No. C MWEI0NNMTg7Y iRi S7 I 02 CUSTOMER SMO 771412014 RMQP-4096.11K NOT USED 2 3 -SECTOR PLATFORM DETAIL 1 T • •Mobile • A AMERICAN TOWER' .404404SNIk POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \\/ ARCHITECT GLENN WALKER STATE OF WASHINGTON 0£3/17/1£3 THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL RENON THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ME MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY NO- PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-6 NSN Flexi Outdoor Cabinet NSN Flexi Cabinet NSN Flexi Outdoor Cabinet Cabinet will be delivered with custom configurat on DESCRIPTION PART NUMBER FCOA CABINET 470142A WPuC (poorer disbibut/nn um) 469955A WPMC /w/debandpew, wit) 469956A TECHNICAL. SPECIFICATION Module Type Input Voltage Output Voltage WPUC WPMC 230 Vac/ 36A 44 - 56 VDC / 6000W 200 - 250 Vac/ 9A 44-56VDC/1SOOW Bottom view 75 mm (3.0 in) 770mm (30.3 in) r1 770mm (30.3 in) • 620 mm (24.4 in) 11 c 0 0 O 0 O 0 7r - CCL._ c:C, 7 f."1-1 �. Front side Isometric view Front 800 mm (31.5 in) 500mm (19.7 in) 500 mm (19.7 in) with maintenance space City of Tu" -,lila BUILC:I"' Top view 1 m (2.0 in) :1 mmm 50 (If windbreaker Is installed) RE s1211aasi~a t'J WiYL:!•Y.i +L� AUG 27 2018 PERMIT CENTER CABINET DETAILS 1 T • •Mobile • A AMERICAN TOWER' AOltStlilk POWDER RIVER Engineering Services, LLC www. powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT \\\// ,:1* GLENN WALKER STATE OF WASHINGTON OH /17 /18 THESE PUNS AND SPECIFICATONS. AS INSTRUMENTS OF SERVICE, ARE AND SHAT REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH MEI' ARE MADE ARE DEWED OR NOT. THESE DRAWINGS ANO SPECIFICATIONS SHAIL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WOHOUT PRIOR WRRTEN CONSENT OF ME ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: CABINET DETAILS SHEET NUMBER: C-7 EXISTING T—MOBILE CONCRETE EQUIPMENT PLATFORM EXISTING T—MOBILE( PURCELL CABINET EXISTING T—MOBILE TEST WELL MP) EXISTING T—MOBILE FCOA CABINET LEGEND: EXISTING ( I GROUNDING RING BUSINESS LICENSE #: 3004 NOTE: THE GROUNDING PLAN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON SHEET GN -2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. REV I ,� NOTE: THE GROUNDING PLAN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON SHEET GN -2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. Igt l I I I I PROPOSED 2 AWG GROUND FROM FCOA CABINET TO MAIN GROUND RING PROPOSED T— MOBILE FCOA CABINET EXISDTING #6 AWG GROUND FROM EXISTING SECTOR SECTOR GROUND BAR TO GROUND BAR COLLECTOR GROUND BAR (TYP) PROPOSED T—MOBILE NOKIA AAFIA AIRSCALE MAA 16T16R 825/866 200W ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE AHLOA (1 PER SECTOR, 2 TOTAL) PROPOSED #6 FROM ANTENNA GROUND BAR PROPOSED T— COMPER SECTOR,EC (1 PER EXISTING T—MOBILE TO REMAIN (2 PER SECTOR, PROPOSED FROM AHLOA GROUND BAR EXISTING .T -MOBILE TO REMAIN EJCISTING L=MQBII,E PLATFORM. i i ..� . • 6... ...J i t2.73 RE0 CITY OF AUG PERMIT AWG GROUND TO SECTOR ) MOBILE OT L) ANTENNA F 2 TOTAL) 2 TOTAL) TMAs 4 TOTAL) #6 AWG GROUND TO SECTOR (TYP) CO�VP UNIT • I f VED TUKWILS; 2 7 2018 CENTER N I ■ • II _ I\ ■i•— i■-/� ■� `�`�;��' ,`►:L!ri::!D:!.rr•!v!!b::rl/ !?i'i'i'#!r;"• 0,0'4 EXISTING COLLECTOR i•...,.00r !!rr'iiir GROUND BAR • !!'or!!!' LEGEND: ` �-/ r -•� ii'r r�'i% 1 . - r!!!!! CJS, �'r^ r!!!, `` `.. • !ti SEI pCity4Tpu,IziLic,la I3UILC; WELD) T—MOBILE (1 TOTAL) GROUND 8' MIN. (TYP) EXISTING TO REMAIN EXISTING T—MOBILE ROD ------ GROUND WIRE A CADWELD CONNECTION (EXOTHERMIC • MECHANICAL CONNECTION ® GROUND ROD `_J TEST WELL ------ GROUND WIRE • MECHANICAL CONNECTION RJP EQUIPMENT GROUNDING PLAN (TYPICAL) 08/09/18 2 ANTENNA GROUNDING PLAN (TYPICAL) SCALE: N.T.S. 1 T • •Mobile• A AMERICAN TOWER' Alliii!1.6 POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV _ DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP $813 REGISTERED 1\\/ ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PANS MO SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF PONDER RHEA DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE 010CU100 OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENVY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GROUNDING PLANS SHEET NUMBER: G-1 T - •Mobile• A AMERICAN TOWER' POWDER RIVER Engineering Services, LLC www.powderriverdev.com Op 0,, 4.60 110 P I I J 0Nro \/ to DATE 4 ' COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS 3/8" BOLT AND HARDWARE (TVP.) ♦9®®00w/ ) /+ ®o®Op(NtrO �� ,O % CHERRY BUS BAR ®0 p 0 o JJ �� V INSULATOR (TVP OF 0 08/17/18 ®�' 0 ^i�� ®0 j 2). NOT USED WHEN ISSUED FOR REVIEW 9011 RJP A ' �`�"! p ®0 0 J�� DIRECT ATTACHMENT ISSUED FOR REVIEW 90% RJP ®0 ® 0 p0 TO TOWER STEEL IS 4 SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 .,� ®®� ® J REQUIRED / 0 0 4,,... 4"x24"x1/4" TINNED COPPER GROUND BAR �i (HAGER OR APPROVED 4 EQUIVALENT) WALL -MOUNT BRACKET #2 AWG SOLID TINNED OR ANGLE ADAPTER COPPER CONDUCTOR TO (AS REQUIRED) MAIN GROUND BAR OR EXISTING GROUND RING (TYP.). CADWELD TO BUS BAR AND GROUND RING NOT USED 5 NOT USED 3 GROUND BAR DETAIL CO— = , ..- SGALE::A N. -S- 1 'Y J" If i .. r 'v ice. ✓ NOTES: 1. CADWELD "TYPES" SHOWN ARE EXAMPLE _ CC QQ a ''i CONSUL,- H 1 v ..i..) CONSTRUCTION MANAGER FOR SPECIFIC PES OF CADWELDS TO BE USED FOR THIS PROJ T. 2. CONFIRM WITH TOWER OWNER THAT THE SE OF CADWELDS IS ACCEPTABLE, PRIOR TO IN ALLATII !ty of Tu v'lla l BUILEl:C. D.'1A+_'^i! ill IPIr TYPE 2-YA-2 TYPE VS CIT YO U K W i L A AUG 2 7 2018 PcRMIT CENTER TYPE GT TYPE YA-2 TYPE PT NOT USED 6 NOT USED 4 CADWELD CONNECTION TYPES 2 T - •Mobile• A AMERICAN TOWER' POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 9011 RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \\\// ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PLANS IND SPECIFICATIONS, AS INSTRUMENTS OF SEIMCE, ME AND SHALL REMNN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ME MADE ARE E%ECU1ED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRIREN CONSENT OF THE ENGINEER. SITE INFORMATION T -MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 AMERICAN TOWER® CORPORATION Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Trevor Ridilla, E.I. Structural Engineer I Structural Analysis Report : 60 ft Monopole : Seaq Orillia Road WA, WA : 414339 : OAA733770_C3_01 : T -Mobile : Bow Lake Transfer / USWes : SE03858A : 18800 Orillia Road South Tukwila, WA 98188-4639 47.433200,-122.269700 King : June 11, 2018 : 78% : Pass REVIE4FI:Opr: CODE COMPLIANCE APPROVED SEP 19 2018 City of Tukwila BUILDING DIVISION VISs- 'r3 RECEIVED CITY OF TUKWILA AUG 2 7 2018 PERMIT CENTER Expires: 12/02/2019 Authorized by "EOR" Jun 11 2018 4:47 PM :osi8n COA: 3408 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER' CORPORATION Eng. Number 0AA733770_C3_01 June 11, 2018 Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment • 2 Structure Usages 3 Foundations 3 Deflection, Twist, and Sway 3 Standard Conditions 4 Calculations Attached ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER C OR Poll ATION Eng. Number 0AA733770_C3_01 June 11, 2018 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 60 ft monopole to reflect the change in loading by T -Mobile. Supporting Documents Tower Drawings Summit, PJF Job #29299-682, dated November 03, 1999 Foundation Drawing Summit, PJF Job #29299-682, dated November 03, 1999 Geotechnical Report Zipper Zeman Job #J-477, dated September 15, 1999 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3 -Second Gust, Vasd) / 110 mph (3 -Second Gust, Vult) Basic Wind Speed w/ Ice: 30 mph (3 -Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/TIA-222-G / 2015 IBC Structure Class: 11 Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 1.43, 51= 0.53 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER' CORPORATION Existing and Reserved Equipment Eng. Number 0AA733770_C3_01 June 11, 2018 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 59.0 61.0 4 Ericsson Radio 22212 Band 13, 66A, 2, 5 variants Platform w/ Handrails (2)15/8" Hybriflex (2) 7/8" Coax Verizon 2 20" x 15" x 10" BOB 2 Ericsson Radio 8843 59.0 2 Decibel 844G90VTA-SX 4 CommscopeJAHH-45C-R3B 1 VZW Unused Reserve: 19,420 sq in 52.0 52.0 1 2' HP Dish Leg (1) 1 1/4" Coax 48.0 48.0 - - Empty Sector Frames - — 38.0 38.0 4 Andrew ETT19V2Al2UB Low Profile Platforms (8) 7/8" Coax (1) 1.25" Hybrid T -Mobile 2 Nokia COVP 28.0 28.0 3 Samsung RFDO1F-26A Low Profile Platform (4) 1.37" Hybrid Sprint Nextel 3 Samsung RRH P4 (1.9 GHz) 3 Samsung 64T64R Massive MIMO AAU 3 RFS APXVBBLL15X 43 -C -I20 Equipment to be Removed Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 38.0 38.0 2 Nokia FRLB - (4) 7/8" Coax T -Mobile 2 Nokia FHFB 2 AndrewTMBXX-6516-R2M 2 Commscope SBNHH 1D65C 2 Nokia FRIG 8 Commscope ECC1920-VPUB Proposed Equipment Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 38.0 38.02 2 Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA Low Profile Platforms - T -Mobile Nokia AirScale MAA 16T16R B25/B66 200W AAFIA 2 Commscope FFHH-65C-R3 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER' CORPORATION Structure Usages Eng. Number OAA733770_C3_01 June 11, 2018 Page 3 Structural Component Controlling Usage Pass/Fail Anchor Bolts 78% Pass Shaft 62% Pass Base Plate 55% Pass Foundations Reaction Component Original Design Reactions Factored Designi Reactions Analysis Reactions % of Design Moment (Kips -Ft) 575.0 776.3 559.0 72% Shear (Kips) 12.0 16.2 11.7 72% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) (1 52.0 2' HP Dish Verizon 0.463 0.915 38.0 Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA T -Mobile 0.259 0.733 Nokia AirScale MAA 16T16R B25/B66 200W AAFIA Commscope FFHH-65C-R3 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com w AMERICAN TOWER' CORPORATION Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com © 2007 - 2018 by ATC IP LLC. All rights reserved. 60"-0" 59,-0" 52'-0' 48-0" 35-0' 27-9' 3/16' Thick (65 KSI) 33- 60'-0" 35-0" 114"Thick (65 160 Job Information Pole : 414339 Code: ANSI/TIA-222-G Location : SEAQ ORILLIA ROAD WA, WA Description : 60' Monopole Seaq Orillia Road, WA Client : T -MOBILE Struct Class : II Shape : 18 Sides Exposure : B Height : 60.00 (ft) Topo : 1 Base Elev (ft): 0.00 Taper: 0.200081in/ft) Sections Properties Diameter (in) Shaft Length Accross Flats Thick Joint Section (ft) Top Bottom (in) Type Overlap Steel Length Grade (in) Shape (ksi) 1 35.000 21.12 28.13 0.250 0.000 2 27.750 16.50 22.05 0.188 Slip Joint 33.000 18 Sides 65 18 Sides 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 59.000 59.000 1 59.000 59.000 1 59.000 59.000 4 59.000 59.000 2 59.000 61.000 2 59.000 61.000 2 59.000 61.000 4 52.000 52.000 1 48.000 48.000 3 38.000 38.000 2 38.000 38.000 2 38.000 38.000 2 38.000 38.000 4 38.000 38.000 2 38.000 38.000 3 28.000 28.000 1 28.000 28.000 3 28.000 28.000 3 28.000 28.000 3 28.000 28.000 3 VZW Unused Reserve: 19,420 Round Platform w/ Handrails Commscope JAHH-45C-R3B Decibel 844G90VTA-SX Ericsson Radio 8843 20" x 15" x 10" BOB Ericsson Radio 22212 Band 13, 2' HP Dish Empty Sector Frame Commscope FFHH-65C-R3 Nokia AirScale MAA 16T16R Nokia AirScale Dual RRH 4T4R B Andrew ETT19V2Al2UB Nokia COVP Round Low Profile Platform Flat Low Profile Platform RFS APXVBBLLI5X_43-C-120 Samsung 64T64R Massive Samsung RRH-P4 (1.9 GHz) Samsung RFDOIF-26A Linear Appurtenance Elev (ft) From To Description Exposed To Wind 0.000 0.000 0.000 0.000 0.000 0.000 28.000 38.000 38.000 52.000 59.000 59.000 1.37" (34.8mm) 1.25" (31.8mm) 7/8" Coax 1 1/4" Coax 1 5/8" Hybriflex 7/8" Coax No No No No Yes Yes Load Cases 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds)* DL + E (1.2 + 0.2Sds) * DL + E (0.9 - 0.2Sds) * DL + E (0.9 - 0.2Sds) * DL + E 1.0D + 1.0W 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Seismic (Reduced DL) Equivalent Modal Serviceability 60 mph 60'-0` 59°-0` 5Z-0" 48"-0" EB 35-0" El El 0 27-9" 3/16' Thick (65 KSI) 33` fi R 35-0" lig Thick (65 KSI) 6V-0" Reactions Load Case Moment Shear Axial (kip -ft) (kiP) (kip) 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds) * DL + E ELFM (1.2 + 0.2Sds) * DL + E EMAM (0.9 - 0.2Sds) * DL + E ELFM (0.9 - 0.2Sds) * DL + E EMAM 1.0D + 1.0W 559.03 553.47 55.56 222.83 367.17 217.98 358.45 173.01 11.66 11.64 1.17 4.58 6.49 4.56 6.47 3.63 21.07 15.79 28.12 23.85 23.84 12.17 12.17 17.59 Dish Deflections Load Case Attach Deflection Rotation Elev (ft) (in) (deg) 1.0D + 1.0W 52.00 5.557 0.915 59.000 55.000 52.000 50.000 48.000 45.000 40.000 38.000 35.000 '232.250 0 130.000 a W 28.000 25.000 20.000 15.000 10.000 5.000 0.000 Load Case : 1.2D + 1.6W Max Ratio 62.49% at 0.0 ft 0.00 owl . , 116109 II MIIIIII al 1.00 in 0.15 all IIILIIISIIIII ME L127 NI LIR Ell L3;... j . K.- .43 EMI IS MN 11.11111111 v k... Al10.44 MM IL49 III ir.53 __, itosim L56 1E62 i 11111 nn 1 0.02 0.12 0.22 0.32 0.42 0.52 Interaction 0.62 0.72 0.82 0.92 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: SEAQ ORILLIA ROAD WA, WA Customer: T -MOBILE Engineering Number:OAA733770_C3_01 6/11/2018 2:55:45 PM Location : Code : Shape: Pole Type : Pole Manfacturer : KING County, WA ANSI/TIA-222-G 18 Sides Taper Analysis Parameters Height (ft) : Base Diameter (in) : Top Diameter (in) : Taper (in/ft) : Rotation (deg) : 60 28.13 16.50 0.200 0.00 Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Ice & Wind Parameters Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 85 mph 30 mph 60 mph 0.25 in Analysis Method: Site Class: Seismic Parameters Equivalent Modal Analysis & Equivalent Lateral Force Methods D - Stiff Soil Period Based on Rayleigh Method (sec): TL (sec): S5: Fa: Sds: 6 1.427 1.000 0.951 1.37 P: S1: F�: Shc: 1 0.533 1.500 0.533 Cs: C s Max: C s Min: 0.259 0.259 0.042 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds)* DL + E ELFM (1.2 + 0.2Sds) " DL + E EMAM (0.9 - 0.2Sds) * DL + E ELFM (0.9 - 0.2Sds)* DL + E EMAM 1.0D + 1.0W Load Cases 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Forces Method Seismic (Reduced DL) Equivalent Modal Analysis Method Serviceability 60 mph Page: 1 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number:OAA733770_C3_01 6/11/2018 2:55:45 PM Customer: T -MOBILE Shaft Section Properties Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) Bottom Top 1-18 35.000 0.2500 65 0.00 2,304 28.13 0.00 22.12 2172.5 18.08 112.52 21.12 35.00 16.57 912.2 13.14 84.51 0.200083 2-18 27.750 0.1875 65 Slip 33.00 1,073 22.05 32.25 13.01 785.9 18.97 117.61 16.50 60.00 9.71 326.4 13.75 88.00 0.200083 Shaft Weight 3,376 Discrete Appurtenance Properties Attach Distance Vert No Ice Elev From Face Ecc Weight EPAa Orientation (ft) Description Qty (ft) (ft) (Ib) (sf) Factor 59.00 20" x 15" x 10" BOB 2 0.000 2.000 59.00 Commscope JAHH-45C-R3B 4 0.000 0.000 59.00 Decibel 844G90VTA-SX 2 0.000 0.000 59.00 Ericsson Radio 22212 Band 13, 4 0.000 2.000 59.00 Ericsson Radio 8843 2 0.000 2.000 59.00 Round Platform w/ Handrails 1 0.000 0.000 59.00 VZW Unused Reserve: 19,420 sq 1 0.000 0.000 52.00 2' HP Dish 1 0.000 0.000 48.00 Empty Sector Frame 3 0.000 0.000 38.00 Andrew ETT19V2Al2UB 4 0.000 0.000 38.00 Commscope FFHH-65C-R3 2 0.000 0.000 38.00 Nokia AirScale Dual RRH 4T4R B 2 0.000 0.000 38.00 Nokia AirScale MAA 16T16R B25/ 2 0.000 0.000 38.00 Nokia COVP 2 0.000 0.000 38.00 Round Low Profile Platform 3 0.000 0.000 28.00 Flat Low Profile Platform 1 0.000 0.000 28.00 RFS APXVBBLL15X_43-C-120 3 0.000 0.000 28.00 Samsung 64T64R Massive MIMO 3 0.000 0.000 28.00 Samsung RFD01 F -26A 3 0.000 0.000 28.00 Samsung RRH-P4 (1.9 GHz) 3 0.000 0.000 Totals Num Loadings:20 48 30.00 103.60 11.50 82.00 85.00 2000.00 1414.60 90.00 400.00 11.00 125.70 83.80 273.40 11.00 1500.00 1500.00 75.00 143.30 48.50 62.80 13720.60 2.500 0.67 15.890 0.64 3.610 0.74 1.860 0.50 3.500 0.67 27.200 1.00 134.97 1.00 3.960 1.00 17.900 0.75 0.640 0.50 21.140 0.63 2.220 0.67 15.630 0.65 0.830 0.50 21.700 1.00 26.100 1.00 11.260 0.64 6.780 0.59 1.320 0.50 2.740 0.67 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 59.00 2 1 5/8" Hybriflex 1.98 1.30 N 0.00 Y Verizon 0.00 59.00 2 7/8" Coax 1.09 0.33 N 1.09 Y Verizon 0.00 52.00 1 1 1/4" Coax 1.55 0.63 N 0.00 N Verizon 0.00 38.00 1 1.25" (31.8mm) Hybrid 1.25 1.21 N 0.00 N T -Mobile 0.00 38.00 8 7/8" Coax 1.09 0.33 N 0.00 N T -Mobile 0.00 28.00 4 1.37" (34.8mm) Hybrid 1.37 1.08 N 0.00 N Sprint Nextel Page: 2 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:45 PM Customer: T -MOBILE Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (int) (in^) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.2500 28.130 22.122 2,172.5 18.08 112.52 80.1 152.1 0.0 0.0 5.00 0.2500 27.130 21.328 1,946.9 17.37 108.52 81.0 141.3 0.0 369.6 10.00 0.2500 26.129 20.534 1,737.5 16.67 104.52 81.8 131.0 0.0 356.1 15.00 0.2500 25.129 19.741 1,543.7 15.96 100.51 82.6 121.0 0.0 342.6 20.00 0.2500 24.128 18.947 1,364.9 15.25 96.51 82.6 111.4 0.0 329.1 25.00 0.2500 23.128 18.153 1,200.4 14.55 92.51 82.6 102.2 0.0 315.6 28.00 0.2500 22.528 17.677 1,108.4 14.13 90.11 82.6 96.9 0.0 182.9 30.00 0.2500 22.128 17.359 1,049.7 13.84 88.51 82.6 93.4 0.0 119.2 32.25 Bot - Section 2 0.2500 21.677 17.002 986.3 13.53 86.71 82.6 89.6 0.0 131.5 35.00 Top - Section 1 0.1875 21.502 12.684 728.1 18.46 114.68 79.7 66.7 0.0 277.3 38.00 0.1875 20.902 12.327 668.3 17.89 111.48 80.4 63.0 0.0 127.7 40.00 0.1875 20.502 12.089 630.3 17.52 109.34 80.8 60.6 0.0 83.1 45.00 0.1875 19.501 11.494 541.7 16.58 104.01 81.9 54.7 0.0 200.6 48.00 0.1875 18.901 11.136 492.7 16.01 100.81 82.6 51.3 0.0 115.5 50.00 0.1875 18.501 10.898 461.8 15.64 98.67 82.6 49.2 0.0 75.0 52.00 0.1875 18.101 10.660 432.2 15.26 96.54 82.6 47.0 0.0 73.4 55.00 0.1875 17.500 10.303 390.2 14.69 93.34 82.6 43.9 0.0 107.0 59.00 0.1875 16.700 9.827 338.5 13.94 89.07 82.6 39.9 0.0 137.0 60.00 0.1875 16.500 9.708 326.4 13.75 88.00 82.6 39.0 0.0 33.2 3,376.4 Page: 3 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number:OAA733770_C3_01 Customer: T -MOBILE 6/11/2018 2:55:45 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85 mph with No Ice 19 Iterations Wind Importance Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 28.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 59.00 60.00 Appurtenance(s) Bot - Section 2 Top - Section 1 Appurtenance(s) Appurtenance(s) Appurtenance(s) Appurtenance(s) 82.2 0.0 0.0 0.0 82.2 0.0 0.0 0.0 161.5 443.6 0.0 72.4 161.5 515.9 0.0 0.0 155.6 427.3 0.0 72.4 155.6 499.7 0.0 0.0 149.6 411.1 0.0 72.4 149.6 483.5 0.0 0.0 143.6 394.9 0.0 72.4 143.6 467.3 0.0 0.0 111.1 378.7 0.0 72.4 111.1 451.1 0.0 0.0 67.4 219.5 1,276.9 0.0 0.0 2,986.6 0.0 43.4 1,344.3 3,249.4 0.0 0.0 56.3 143.1 0.0 18.6 56.3 161.6 0.0 0.0 66.5 157.8 0.0 20.9 66.5 178.7 0.0 0.0 76.9 332.7 0.0 25.5 76.9 358.3 0.0 0.0 66.7 153.2 2,474.0 0.0 0.0 6,638.2 0.0 27.9 2,540.7 6,819.2 0.0 0.0 92.4 99.7 0.0 9.3 92.4 109.0 0.0 0.0 104.7 240.7 0.0 23.3 104.7 264.1 0.0 0.0 64.5 138.6 748.5 0.0 0.0 1,440.0 0.0 14.0 813.0 1,592.6 0.0 0.0 51.0 90.0 0.0 9.3 51.0 99.3 0.0 0.0 62.9 88.0 100.4 0.0 0.0 108.0 0.0 9.3 163.3 205.4 0.0 0.0 86.5 128.4 0.0 11.7 86.5 140.1 0.0 0.0 61.0 164.4 5,403.9 0.0 468.1 5,292.0 0.0 15.6 5,464.8 5,472.0 0.0 0.0 12.0 39.9 0.0 0.0 12.0 39.9 0.0 0.0 Page: 4 Totals: 11,676.2 21,107.2 0.00 0.00 Site Number: 414339 Site Name: SEAQ ORILLIA ROAD WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. 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Engineering Number:OAA733770_C3_01 6/11/2018 2:55:46 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85 mph with No Ice 19 Iterations Wind Importance Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant Elev FY (-) FX (-) MY MZ MX Moment (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) 0.00 -21.07 -11.66 0.00 -559.03 0.00 559.03 5.00 -20.49 -11.62 0.00 -500.74 0.00 500.74 10.00 -19.92 -11.58 0.00 -442.64 0.00 442.64 15.00 -19.37 -11.54 0.00 -384.74 0.00 384.74 20.00 -18.84 -11.49 0.00 -327.07 0.00 327.07 25.00 -18.35 -11.44 0.00 -269.63 0.00 269.63 28.00 -15.11 -10.04 0.00 -235.30 0.00 235.30 30.00 -14.93 -10.01 0.00 -215.23 0.00 215.23 32.25 -14.73 -9.97 0.00 -192.71 0.00 192.71 35.00 -14.35 -9.91 0.00 -165.30 0.00 165.30 38.00 -7.63 -7.12 0.00 -135.56 0.00 135.56 40.00 -7.50 -7.04 0.00 -121.32 0.00 121.32 45.00 -7.22 -6.95 0.00 -86.11 0.00 86.11 48.00 -5.66 -6.07 0.00 -65.26 0.00 65.26 50.00 -5.56 -6.02 0.00 -53.12 0.00 53.12 52.00 -5.35 -5.85 0.00 -41.08 0.00 41.08 55.00 -5.21 -5.76 0.00 -23.53 0.00 23.53 59.00 -0.04 -0.01 0.00 -0.01 0.00 0.01 60.00 0.00 -0.01 0.00 0.00 0.00 0.00 phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio Page: 5 1,595.54 1,554.22 1,511.71 1,466.63 1,407.65 1,348.68 1,313.29 1,289.70 1,263.16 909.75 891.50 879.09 847.24 827.38 809.69 792.00 765.46 730.07 721.23 797.77 777.11 755.86 733.31 703.83 674.34 656.64 644.85 631.58 454.88 445.75 439.55 423.62 413.69 404.85 396.00 382.73 365.04 360.61 1,825.84 1,714.17 1,604.66 1,496.04 1,377.57 1,263.99 1,198.18 1,155.29 1,107.97 796.04 757.91 732.79 671.15 634.85 607.86 581.45 542.94 493.65 481.69 914.28 858.36 803.52 749.13 689.81 632.93 599.98 578.50 554.81 398.61 379.52 366.94 336.07 317.90 304.38 291.16 271.87 247.19 241.20 0.00 0.19 0.74 1.64 2.90 4.50 5.60 6.40 7.36 8.60 10.05 11.07 13.80 15.55 16.75 17.98 19.86 22.41 23.05 0.00 -0.35 -0.69 -1.03 -1.36 -1.67 -1.85 -1.96 -2.09 -2.23 -2.37 -2.48 -2.71 -2.83 -2.90 -2.96 -3.02 -3.06 -3.06 0.625 0.597 0.564 0.527 0.488 0.440 0.404 0.384 0.359 0.431 0.366 0.339 0.265 0.212 0.182 0.148 0.094 0.000 0.000 Site Number: 414339 Site Name: SEAQ ORILLIA ROAD WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Engineering Number: OAA733770_C3_01 6/11/2018 2:55:46 PM Load Case: 0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85 mph with No Ice (Reduced DL) 19 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Description Shaft Forces Discrete Forces Linear Forces Sum of Forces Wind FX (Ib) Dead Load (lb) Torsion Moment Wind FX MY MZ (Ib) (Ib -ft) (Ib -ft) Dead Load (Ib) Dead Wind FX Load Wind FX (Ib) (Ib) (Ib) Dead Load (Ib) Torsion Moment MY MZ (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 28.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 59.00 60.00 Appurtenance(s) Bot - Section 2 Top - Section 1 Appurtenance(s) Appurtenance(s) Appurtenance(s) Appurtenance(s) 82.2 161.5 155.6 149.6 143.6 111.1 67.4 56.3 66.5 76.9 66.7 92.4 104.7 64.5 51.0 62.9 86.5 61.0 12.0 0.0 332.7 320.5 308.4 296.2 284.0 164.6 1,276.9 0.0 0.0 2,239.9 107.3 118.4 249.6 114.9 2,474.0 0.0 0.0 4,978.6 74.8 180.6 104.0 748.5 0.0 0.0 1,080.0 67.5 66.0 100.4 0.0 0.0 81.0 96.3 123.3 5,403.9 0.0 468.1 3,969.0 29.9 Page: 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.3 54.3 54.3 54.3 54.3 32.6 13.9 15.7 19.2 20.9 7.0 17.5 10.5 7.0 7.0 8.8 11.7 0.0 82.2 161.5 155.6 149.6 143.6 111.1 1,344.3 56.3 66.5 76.9 2,540.7 92.4 104.7 813.0 51.0 163.3 86.5 5,464.8 12.0 0.0 0.0 0.0 386.9 0.0 0.0 374.8 0.0 0.0 362.6 0.0 0.0 350.5 0.0 0.0 338.3 0.0 0.0 2,437.1 0.0 0.0 121.2 0.0 0.0 134.1 0.0 0.0 268.7 0.0 0.0 5,114.4 0.0 0.0 81.8 0.0 0.0 198.1 0.0 0.0 1,194.5 0.0 0.0 74.5 0.0 0.0 154.0 0.0 0.0 105.1 0.0 0.0 4,104.0 0.0 0.0 29.9 0.0 0.0 Totals: 11,676.2 15,830.4 0.00 0.00 Site Number: 414339 Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:47 PM Customer: T -MOBILE Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Load Case: 0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85 mph with No Ice (Reduced DL) 19 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -15.79 -11.64 0.00 -553.47 0.00 553.47 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.615 5.00 -15.34 -11.57 0.00 -495.26 0.00 495.26 1,554.22 777.11 1,714.17 858.36 0.19 -0.34 0.587 10.00 -14.90 -11.50 0.00 -437.40 0.00 437.40 1,511.71 755.86 1,604.66 803.52 0.73 -0.68 0.554 15.00 -14.47 -11.43 0.00 -379.90 0.00 379.90 1,466.63 733.31 1,496.04 749.13 1.63 -1.02 0.517 20.00 -14.06 -11.36 0.00 -322.75 0.00 322.75 1,407.65 703.83 1,377.57 689.81 2.87 -1.34 0.478 25.00 -13.68 -11.29 0.00 -265.97 0.00 265.97 1,348.68 674.34 1,263.99 632.93 4.44 -1.65 0.431 28.00 -11.26 -9.90 0.00 -232.09 0.00 232.09 1,313.29 656.64 1,198.18 599.98 5.54 -1.83 0.396 30.00 -11.12 -9.87 0.00 -212.29 0.00 212.29 1,289.70 644.85 1,155.29 578.50 6.33 -1.94 0.376 32.25 -10.97 -9.82 0.00 -190.09 0.00 190.09 1,263.16 631.58 1,107.97 554.81 7.27 -2.06 0.352 35.00 -10.68 -9.76 0.00 -163.08 0.00 163.08 909.75 454.88 796.04 398.61 8.50 -2.20 0.421 38.00 -5.65 -7.03 0.00 -133.80 0.00 133.80 891.50 445.75 757.91 379.52 9.93 -2.34 0.359 40.00 -5.55 -6.95 0.00 -119.74 0.00 119.74 879.09 439.55 732.79 366.94 10.94 -2.45 0.333 45.00 -5.34 -6.85 0.00 -84.98 0.00 84.98 847.24 423.62 671.15 336.07 13.63 -2.68 0.259 48.00 -4.18 -5.99 0.00 -64.42 0.00 64.42 827.38 413.69 634.85 317.90 15.36 -2.80 0.208 50.00 -4.10 -5.94 0.00 -52.43 0.00 52.43 809.69 404.85 607.86 304.38 16.54 -2.87 0.178 52.00 -3.95 -5.77 0.00 -40.55 0.00 40.55 792.00 396.00 581.45 291.16 17.76 -2.92 0.144 55.00 -3.84 -5.69 0.00 -23.23 0.00 23.23 765.46 382.73 542.94 271.87 19.62 -2.99 0.091 59.00 -0.03 -0.01 0.00 -0.01 0.00 0.01 730.07 365.04 493.65 247.19 22.14 -3.02 0.000 60.00 0.00 -0.01 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 22.77 -3.02 0.000 Page: 7 Site Number: Site Name: Customer: 414339 SEAQ ORILLIA ROAD WA, WA T -MOBILE Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Engineering Number: OAA733770_C3_01 6/11/2018 2:55:47 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 30 mph with 0.25 in Radial Ice Ice Dead Load Factor : 1.00 17 Iterations Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Description Shaft Forces Discrete Forces Linear Forces Sum of Forces Wind FX (Ib) Dead Load (Ib) Torsion Moment Wind FX MY MZ Dead Load Wind FX (Ib) (lb -ft) (Ib -ft) (Ib) (Ib) Dead Load Wind FX (Ib) (Ib) Dead Torsion Load MY (Ib) (lb -ft) Moment MZ (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 28.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 59.00 60.00 Appurtenance(s) Bot - Section 2 Top - Section 1 Appurtenance(s) Appurtenance(s) Appurtenance(s) Appurtenance(s) 12.1 0.0 0.0 23.9 510.1 0.0 23.1 499.1 0.0 22.3 483.9 0.0 21.4 467.2 0.0 16.6 449.9 0.0 10.1 261.8 112.8 0.0 0.0 4,381.3 0.0 8.4 171.0 0.0 10.0 188.9 0.0 11.6 370.7 0.0 10.0 193.8 227.6 0.0 0.0 8,049.9 0.0 13.9 126.5 0.0 15.8 305.0 0.0 9.8 176.4 72.9 0.0 0.0 1,378.2 0.0 7.7 114.8 0.0 9.6 112.4 8.5 0.0 0.0 109.5 0.0 13.2 163.9 0.0 9.3 210.0 502.2 0.0 41.1 8,533.1 0.0 1.8 51.2 0.0 Page: 8 0.0 12.1 0.0 0.0 0.0 87.7 23.9 597.8 0.0 0.0 89.2 23.1 588.3 0.0 0.0 90.0 22.3 573.8 0.0 0.0 90.5 21.4 557.8 0.0 0.0 90.9 16.6 540.8 0.0 0.0 54.7 122.9 4,697.9 0.0 0.0 26.2 8.4 197.2 0.0 0.0 29.5 10.0 218.4 0.0 0.0 36.2 11.6 406.9 0.0 0.0 39.5 237.7 8,283.3 0.0 0.0 17.2 13.9 143.6 0.0 0.0 43.1 15.8 348.1 0.0 0.0 25.9 82.6 1,580.6 0.0 0.0 17.3 7.7 132.1 0.0 0.0 17.4 18.1 239.2 0.0 0.0 23.8 13.2 187.8 0.0 0.0 31.9 511.5 8,774.9 0.0 0.0 0.0 1.8 51.2 0.0 0.0 Totals: 1,174.87 28,119.7 0.00 0.00 Site Number: 414339 Site Name: SEAQ ORILLIA ROAD WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Engineering Number: OAA733770_C3_01 6/11/2018 2:55:48 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 30 mph with 0.25 in Radial Ice 17 Iterations Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -28.12 -1.17 0.00 -55.56 0.00 55.56 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.078 5.00 -27.52 -1.16 0.00 -49.70 0.00 49.70 1,554.22 777.11 1,714.17 858.36 0.02 -0.03 0.076 10.00 -26.93 -1.16 0.00 -43.88 0.00 43.88 1,511.71 755.86 1,604.66 803.52 0.07 -0.07 0.072 15.00 -26.36 -1.15 0.00 -38.11 0.00 38.11 1,466.63 733.31 1,496.04 749.13 0.16 -0.10 0.069 20.00 -25.80 -1.14 0.00 -32.37 0.00 32.37 1,407.65 703.83 1,377.57 689.81 0.29 -0.13 0.065 25.00 -25.26 -1.13 0.00 -26.67 0.00 26.67 1,348.68 674.34 1,263.99 632.93 0.45 -0.17 0.061 28.00 -20.56 -1.00 0.00 -23.27 0.00 23.27 1,313.29 656.64 1,198.18 599.98 0.56 -0.18 0.054 30.00 -20.36 -1.00 0.00 -21.27 0.00 21.27 1,289.70 644.85 1,155.29 578.50 0.63 -0.19 0.053 32.25 -20.14 -0.99 0.00 -19.04 0.00 19.04 1,263.16 631.58 1,107.97 554.81 0.73 -0.21 0.050 35.00 -19.74 -0.98 0.00 -16.32 0.00 16.32 909.75 454.88 796.04 398.61 0.85 -0.22 0.063 38.00 -11.45 -0.71 0.00 -13.37 0.00 13.37 891.50 445.75 757.91 379.52 1.00 -0.23 0.048 40.00 -11.31 -0.70 0.00 -11.95 0.00 11.95 879.09 439.55 732.79 366.94 1.10 -0.25 0.045 45.00 -10.96 -0.69 0.00 -8.44 0.00 8.44 847.24 423.62 671.15 336.07 1.37 -0.27 0.038 48.00 -9.38 -0.60 0.00 -6.38 0.00 6.38 827.38 413.69 634.85 317.90 1.54 -0.28 0.031 50.00 -9.25 -0.59 0.00 -5.18 0.00 5.18 809.69 404.85 607.86 304.38 1.66 -0.29 0.028 52.00 -9.01 -0.57 0.00 -4.00 0.00 4.00 792.00 396.00 581.45 291.16 1.78 -0.29 0.025 55.00 -8.82 -0.56 0.00 -2.28 0.00 2.28 765.46 382.73 542.94 271.87 1.97 -0.30 0.020 59.00 -0.05 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 2.22 -0.30 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 2.28 -0.30 0.000 Page: 9 Site Number: 414339 Code: ANSI/TIA-222-G (2007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:48 PM Customer: T -MOBILE Load Case: 1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Serviceability 60 mph 18 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Description Shaft Forces Discrete Forces Linear Forces Sum of Forces Dead Torsion Moment Dead Dead Dead Torsion Moment Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 28.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 59.00 60.00 Appurtenance(s) Bot - Section 2 Top - Section 1 Appurtenance(s) Appurtenance(s) Appurtenance(s) Appurtenance(s) 25.6 0.0 0.0 0.0 25.6 0.0 0.0 0.0 50.3 369.6 0.0 60.3 50.3 429.9 0.0 0.0 48.4 356.1 0.0 60.3 48.4 416.4 0.0 0.0 46.6 342.6 0.0 60.3 46.6 402.9 0.0 0.0 44.7 329.1 0.0 60.3 44.7 389.4 0.0 0.0 34.6 315.6 0.0 60.3 34.6 375.9 0.0 0.0 21.0 182.9 397.7 0.0 0.0 2,488.8 0.0 36.2 418.6 2,707.9 0.0 0.0 17.5 119.2 0.0 15.5 17.5 134.7 0.0 0.0 20.7 131.5 0.0 17.4 20.7 149.0 0.0 0.0 24.0 277.3 0.0 21.3 24.0 298.6 0.0 0.0 20.8 127.7 770.5 0.0 0.0 5,531.8 0.0 23.2 791.2 5,682.7 0.0 0.0 28.8 83.1 0.0 7.8 28.8 90.9 0.0 0.0 32.6 200.6 0.0 19.5 32.6 220.1 0.0 0.0 20.1 115.5 233.1 0.0 0.0 1,200.0 0.0 11.7 253.2 1,327.2 0.0 0.0 15.9 75.0 0.0 7.8 15.9 82.8 0.0 0.0 19.6 73.4 31.3 0.0 0.0 90.0 0.0 7.8 50.9 171.1 0.0 0.0 26.9 107.0 0.0 9.8 26.9 116.8 0.0 0.0 19.0 137.0 1,682.9 0.0 145.8 4,410.0 0.0 13.0 1,701.9 4,560.0 0.0 0.0 3.7 33.2 0.0 0.0 3.7 33.2 0.0 0.0 Page: 10 Totals: 3,636.21 17,589.4 0.00 0.00 Site Number: 414339 Code: ANSI/TIA-222-G (2007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: 0AA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Load Case: 1.0D + tow Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Serviceability 60 mph 18 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -17.59 -3.63 0.00 -173.01 0.00 173.01 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.200 5.00 -17.15 -3.61 0.00 -154.87 0.00 154.87 1,554.22 777.11 1,714.17 858.36 0.06 -0.11 0.191 10.00 -16.73 -3.59 0.00 -136.83 0.00 136.83 1,511.71 755.86 1,604.66 803.52 0.23 -0.21 0.181 15.00 -16.32 -3.57 0.00 -118.88 0.00 118.88 1,466.63 733.31 1,496.04 749.13 0.51 -0.32 0.170 20.00 -15.92 -3.55 0.00 -101.02 0.00 101.02 1,407.65 703.83 1,377.57 689.81 0.90 -0.42 0.158 25.00 -15.54 -3.53 0.00 -83.27 0.00 83.27 1,348.68 674.34 1,263.99 632.93 1.39 -0.52 0.143 28.00 -12.84 -3.10 0.00 -72.67 0.00 72.67 1,313.29 656.64 1,198.18 599.98 1.73 -0.57 0.131 30.00 -12.70 -3.09 0.00 -66.47 0.00 66.47 1,289.70 644.85 1,155.29 578.50 1.98 -0.61 0.125 32.25 -12.55 -3.08 0.00 -59.52 0.00 59.52 1,263.16 631.58 1,107.97 554.81 2.28 -0.65 0.117 35.00 -12.25 -3.06 0.00 -51.06 0.00 51.06 909.75 454.88 796.04 398.61 2.66 -0.69 0.142 38.00 -6.57 -2.20 0.00 -41.89 0.00 41.89 891.50 445.75 757.91 379.52 3.11 -0.73 0.118 40.00 -6.48 -2.18 0.00 -37.49 0.00 37.49 879.09 439.55 732.79 366.94 3.42 -0.77 0.110 45.00 -6.26 -2.15 0.00 -26.61 0.00 26.61 847.24 423.62 671.15 336.07 4.27 -0.84 0.087 48.00 -4.94 -1.88 0.00 -20.17 0.00 20.17 827.38 413.69 634.85 317.90 4.81 -0.88 0.069 50.00 -4.85 -1.86 0.00 -16.42 0.00 16.42 809.69 404.85 607.86 304.38 5.18 -0.90 0.060 52.00 -4.68 -1.81 0.00 -12.70 0.00 12.70 792.00 396.00 581.45 291.16 5.56 -0.91 0.050 55.00 -4.56 -1.78 0.00 -7.27 0.00 7.27 765.46 382.73 542.94 271.87 6.14 -0.93 0.033 59.00 -0.03 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 6.93 -0.95 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 7.13 -0.95 0.000 Page: 11 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S s): 1.43 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.53 Long -Period Transition Period (T �): 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.00 Site Coeffiecient F v: 1.50 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.95 Design Spectral Response Acceleration at 1.0 Second Period (S dl): 0.53 Seismic Response Coefficient (C s): 0.26 Upper Limit C 0.26 Lower Limit C s 0.04 Period based on Rayleigh Method (sec): 1.37 Redundancy Factor (p): 1.00 Seismic Force Distribution Exponent (k): 1.44 Total Unfactored Dead Load: 17.59 k Seismic Base Shear (E): 4.55 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Base Weight WZ Segment (ft) (Ib) (lb -ft) C vx Horizontal Vertical Force Force (Ib) (Ib) 18 59.50 33 12 0.003 15 46 17 57.00 150 50 0.014 62 209 16 53.50 117 36 0.010 44 162 15 51.00 81 23 0.006 29 113 14 49.00 83 22 0.006 28 115 13 46.50 127 32 0.009 39 177 12 42.50 220 48 0.013 60 306 11 39.00 91 18 0.005 22 126 10 36.50 151 27 0.007 33 210 9 33.63 299 47 0.013 58 415 8 31.13 149 21 0.006 26 207 7 29.00 135 17 0.005 21 187 6 26.50 219 24 0.007 30 305 5 22.50 376 33 0.009 41 523 4 17.50 389 24 0.006 30 541 3 12.50 403 15 0.004 19 560 2 7.50 416 8 0.002 9 579 1 2.50 430 2 0.000 2 598 Ericsson Radio 22212 59.00 328 115 0.031 143 456 20" x 15" x 10" BOB 59.00 60 21 0.006 26 83 Ericsson Radio 8843 59.00 170 60 0.016 74 236 Decibel 844G90VTA-SX 59.00 23 8 0.002 10 32 Commscope JAHH-45C-R 59.00 414 145 0.040 180 576 Page: 12 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Round Platform w/ Ha 59.00 2,000 700 0.191 869 2,781 VZW Unused Reserve: 59.00 1,415 495 0.135 615 1,967 2' HP Dish 52.00 90 26 0.007 33 125 Empty Sector Frame 48.00 1,200 312 0.085 388 1,668 Andrew ETT19V2Al2UB 38.00 44 8 0.002 10 61 Nokia COVP 38.00 22 4 0.001 5 31 Nokia AirScale Dual 38.00 168 31 0.009 39 233 Nokia AirScale MAA 1 38.00 547 102 0.028 126 760 Commscope FFHH-65C-R 38.00 251 47 0.013 58 350 Round Low Profile PI 38.00 4,500 837 0.228 1,039 6,256 Samsung RFDO1F-26A 28.00 146 17 0.005 22 202 Samsung RRH-P4 (1.9 28.00 188 23 0.006 28 262 Samsung 64T64R Massi 28.00 430 52 0.014 64 598 RFS APXVBBLL15X_43-C 28.00 225 27 0.007 34 313 Flat Low Profile Pla 28.00 1,500 180 0.049 223 2,085 17,589 3,667 1.000 4,551 24,454 Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Base Weight W Z Segment (ft) (Ib) (Ib -ft) C Horizontal Force (Ib) Vertical Force (Ib) 18 59.50 33 12 0.003 15 24 17 57.00 150 50 0.014 62 106 16 53.50 117 36 0.010 44 83 15 51.00 81 23 0.006 29 58 14 49.00 83 22 0.006 28 59 13 46.50 127 32 0.009 39 90 12 42.50 220 48 0.013 60 156 11 39.00 91 18 0.005 22 64 10 36.50 151 27 0.007 33 107 9 33.63 299 47 0.013 58 212 8 31.13 149 21 0.006 26 106 7 29.00 135 17 0.005 21 96 6 26.50 219 24 0.007 30 155 5 22.50 376 33 0.009 41 267 4 17.50 389 24 0.006 30 276 3 12.50 403 15 0.004 19 286 2 7.50 416 8 0.002 9 296 1 2.50 430 2 0.000 2 305 Ericsson Radio 22212 59.00 328 115 0.031 143 233 20" x 15" x 10" BOB 59.00 60 21 0.006 26 43 Ericsson Radio 8843 59.00 170 60 0.016 74 121 Decibel844G90VTA-SX 59.00 23 8 0.002 10 16 Commscope JAHH-45C-R 59.00 414 145 0.040 180 294 Round Platform w/ Ha 59.00 2,000 700 0.191 869 1,419 VZW Unused Reserve: 59.00 1,415 495 0.135 615 1,004 2' HP Dish 52.00 90 26 0.007 33 64 Empty Sector Frame 48.00 1,200 312 0.085 388 852 Andrew ETT19V2Al2UB 38.00 44 8 0.002 10 31 Nokia COVP 38.00 22 4 0.001 5 16 Nokia AirScale Dual 38.00 168 31 0.009 39 119 Nokia AirScale MAA 1 38.00 547 102 0.028 126 388 Commscope FFHH-65C-R 38.00 251 47 0.013 58 178 Round Low Profile PI 38.00 4,500 837 0.228 1,039 3,194 Samsung RFDO1F-26A 28.00 146 17 0.005 22 103 Samsung RRH-P4 (1.9 28.00 188 23 0.006 28 134 Samsung 64T64R Massi 28.00 430 52 0.014 64 305 RFS APXVBBLL15X_43-C 28.00 225 27 0.007 34 160 Flat Low Profile Pla 28.00 1,500 180 0.049 223 1,065 Page: 13 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. All rights reserved. Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE 17,589 Page: 14 3,667 1.000 4,551 12,484 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. All rights reserved. Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phiphi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -23.85 -4.58 0.00 -222.83 0.00 222.83 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.259 5.00 -23.26 -4.62 0.00 -199.95 0.00 199.95 1,554.22 777.11 1,714.17 858.36 0.07 -0.14 0.248 10.00 -22.69 -4.66 0.00 -176.83 0.00 176.83 1,511.71 755.86 1,604.66 803.52 0.29 -0.28 0.235 15.00 -22.14 -4.68 0.00 -153.54 0.00 153.54 1,466.63 733.31 1,496.04 749.13 0.66 -0.41 0.220 20.00 -21.60 -4.68 0.00 -130.16 0.00 130.16 1,407.65 703.83 1,377.57 689.81 1.16 -0.54 0.204 25.00 -21.29 -4.68 0.00 -106.77 0.00 106.77 1,348.68 674.34 1,263.99 632.93 1.79 -0.67 0.185 28.00 -17.65 -4.26 0.00 -92.73 0.00 92.73 1,313.29 656.64 1,198.18 599.98 2.24 -0.74 0.168 30.00 -17.44 -4.25 0.00 -84.20 0.00 84.20 1,289.70 644.85 1,155.29 578.50 2.55 -0.78 0.159 32.25 -17.02 -4.20 0.00 -74.65 0.00 74.65 1,263.16 631.58 1,107.97 554.81 2.93 -0.83 0.148 35.00 -16.80 -4.18 0.00 -63.10 0.00 63.10 909.75 454.88 796.04 398.61 3.43 -0.88 0.177 38.00 -9.01 -2.76 0.00 -50.56 0.00 50.56 891.50 445.75 757.91 379.52 4.00 -0.94 0.143 40.00 -8.70 -2.71 0.00 -45.03 0.00 45.03 879.09 439.55 732.79 366.94 4.41 -0.98 0.133 45.00 -8.52 -2.68 0.00 -31.49 0.00 31.49 847.24 423.62 671.15 336.07 5.48 -1.07 0.104 48.00 -6.74 -2.23 0.00 -23.46 0.00 23.46 827.38 413.69 634.85 317.90 6.16 -1.11 0.082 50.00 -6.63 -2.20 0.00 -19.00 0.00 19.00 809.69 404.85 607.86 304.38 6.63 -1.13 0.071 52.00 -6.34 -2.12 0.00 -14.60 0.00 14.60 792.00 396.00 581.45 291.16 7.11 -1.15 0.058 55.00 -6.14 -2.06 0.00 -8.23 0.00 8.23 765.46 382.73 542.94 271.87 7.85 -1.18 0.038 59.00 0.00 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 8.84 -1.19 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 9.09 -1.19 0.000 Page: 15 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phiphi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -12.17 -4.56 0.00 -217.98 0.00 217.98 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.246 5.00 -11.87 -4.58 0.00 -195.17 0.00 195.17 1,554.22 777.11 1,714.17 858.36 0.07 -0.14 0.235 10.00 -11.57 -4.59 0.00 -172.26 0.00 172.26 1,511.71 755.86 1,604.66 803.52 0.29 -0.27 0.222 15.00 -11.28 -4.58 0.00 -149.32 0.00 149.32 1,466.63 733.31 1,496.04 749.13 0.64 -0.40 0.207 20.00 -11.01 -4.56 0.00 -126.41 0.00 126.41 1,407.65 703.83 1,377.57 689.81 1.13 -0.53 0.191 25.00 -10.84 -4.55 0.00 -103.59 0.00 103.59 1,348.68 674.34 1,263.99 632.93 1.75 -0.65 0.172 28.00 -8.98 -4.14 0.00 -89.94 0.00 89.94 1,313.29 656.64 1,198.18 599.98 2.18 -0.72 0.157 30.00 -8.88 -4.12 0.00 -81.65 0.00 81.65 1,289.70 644.85 1,155.29 578.50 2.49 -0.76 0.148 32.25 -8.66 -4.07 0.00 -72.37 0.00 72.37 1,263.16 631.58 1,107.97 554.81 2.86 -0.81 0.137 35.00 -8.55 -4.04 0.00 -61.18 0.00 61.18 909.75 454.88 796.04 398.61 3.34 -0.86 0.163 38.00 -4.58 -2.69 0.00 -49.05 0.00 49.05 891.50 445.75 757.91 379.52 3.90 -0.91 0.134 40.00 -4.42 -2.63 0.00 -43.67 0.00 43.67 879.09 439.55 732.79 366.94 4.29 -0.95 0.124 45.00 -4.33 -2.59 0.00 -30.52 0.00 30.52 847.24 423.62 671.15 336.07 5.33 -1.04 0.096 48.00 -3.42 -2.16 0.00 -22.74 0.00 22.74 827.38 413.69 634.85 317.90 6.00 -1.08 0.076 50.00 -3.37 -2.14 0.00 -18.42 0.00 18.42 809.69 404.85 607.86 304.38 6.46 -1.10 0.065 52.00 -3.22 -2.06 0.00 -14.15 0.00 14.15 792.00 396.00 581.45 291.16 6.92 -1.12 0.053 55.00 -3.11 -1.99 0.00 -7.97 0.00 7.97 765.46 382.73 542.94 271.87 7.63 -1.14 0.033 59.00 0.00 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 8.60 -1.15 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 8.84 -1.15 0.000 Page: 16 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s): Spectral Response Acceleration at 1.0 Second Period (S Importance Factor (I E): Site Coefficient F a Site Coefficient F v Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): 1): ds): 1.43 0.53 1.00 1.00 1.50 1.50 0.95 0.53 1.37 1.00 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Base Weight Segment (ft) (Ib) a Horizontal Vertical Force Force b c Saz (Ib) (Ib) 18 59.50 33 1.859 1.8119 1.081 1.812 40 46 17 57.00 150 1.706 1.144 0.823 1.365 137 209 16 53.50 117 1.503 0.508 0.546 0.854 66 162 15 51.00 81 1.366 0.222 0.397 0.569 31 113 14 49.00 83 1.261 0.069 0.302 0.388 21 115 13 46.50 127 1.135 -0.048 0.209 0.219 19 177 12 42.50 220 0.948 -0.119 0.107 0.070 10 306 11 39.00 91 0.799 -0.112 0.053 0.043 3 126 10 36.50 151 0.699 -0.087 0.030 0.064 6 210 9 33.63 299 0.594 -0.051 0.014 0.108 21 415 8 31.13 149 0.509 -0.019 0.007 0.149 15 207 7 29.00 135 0.442 0.005 0.006 0.179 16 187 6 26.50 219 0.369 0.028 0.008 0.203 30 305 5 22.50 376 0.266 0.052 0.015 0.216 54 523 4 17.50 389 0.161 0.067 0.029 0.202 52 541 3 12.50 403 0.082 0.072 0.039 0.179 48 560 2 7.50 416 0.030 0.068 0.040 0.152 42 579 1 2.50 430 0.003 0.039 0.022 0.086 25 598 Ericsson Radio 22212 59.00 328 1.828 1.667 1.025 1.717 376 456 20" x 15" x 10" BOB 59.00 60 1.828 1.667 1.025 1.717 69 83 Ericsson Radio 8843 59.00 170 1.828 1.667 1.025 1.717 195 236 Decibel844G9OVTA-SX 59.00 23 1.828 1.667 1.025 1.717 26 32 Commscope JAHH- 59.00 414 1.828 1.667 1.025 1.717 474 576 Round Platform w/ Ha 59.00 2,000 1.828 1.667 1.025 1.717 2,290 2,781 VZW Unused Reserve: 59.00 1,415 1.828 1.667 1.025 1.717 1,620 1,967 2' HP Dish 52.00 90 1.420 0.322 0.452 0.675 41 125 Empty Sector Frame 48.00 1,200 1.210 0.014 0.262 0.313 250 1,668 Andrew ETT19V2Al2UB 38.00 44 0.758 -0.103 0.043 0.048 1 61 Nokia COVP 38.00 22 0.758 -0.103 0.043 0.048 1 31 Nokia AirScale Dual 38.00 168 0.758 -0.103 0.043 0.048 5 233 Nokia AirScale MAA 1 38.00 547 0.758 -0.103 0.043 0.048 18 760 Commscope FFHH-65C- 38.00 251 0.758 -0.103 0.043 0.048 8 350 Round Low Profile PI 38.00 4,500 0.758 -0.103 0.043 0.048 145 6,256 Samsung RFDO1F-26A 28.00 146 0.412 0.014 0.006 0.190 18 202 Page: 17 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Samsung RRH-P4 (1.9 28.00 188 0.412 0.014 0.006 0.190 24 262 Samsung 64T64R Massi 28.00 430 0.412 0.014 0.006 0.190 54 598 RFS APXVBBLL15X_43- 28.00 225 0.412 0.014 0.006 0.190 28 313 Flat Low Profile Pla 28.00 1,500 0.412 0.014 0.006 0.190 190 2,085 17,589 35.757 15.112 11.909 21.106 6,469 24,454 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 18 59.50 33 1.859 1.819 1.081 1.812 40 24 17 57.00 150 1.706 1.144 0.823 1.365 137 106 16 53.50 117 1.503 0.508 0.546 0.854 66 83 15 51.00 81 1.366 0.222 0.397 0.569 31 58 14 49.00 83 1.261 0.069 0.302 0.388 21 59 13 46.50 127 1.135 -0.048 0.209 0.219 19 90 12 42.50 220 0.948 -0.119 0.107 0.070 10 156 11 39.00 91 0.799 -0.112 0.053 0.043 3 64 10 36.50 151 0.699 -0.087 0.030 0.064 6 107 9 33.63 299 0.594 -0.051 0.014 0.108 21 212 8 31.13 149 0.509 -0.019 0.007 0.149 15 106 7 29.00 135 0.442 0.005 0.006 0.179 16 96 6 26.50 219 0.369 0.028 0.008 0.203 30 155 5 22.50 376 0.266 0.052 0.015 0.216 54 267 4 17.50 389 0.161 0.067 0.029 0.202 52 276 3 12.50 403 0.082 0.072 0.039 0.179 48 286 2 7.50 416 0.030 0.068 0.040 0.152 42 296 1 2.50 430 0.0030.039 0.022 0.086 25 305 Ericsson Radio 22212 59.00 328 1.828 1.667 1.025 1.717 376 233 20" x 15" x 10" BOB 59.00 60 1.828 1.667 1.025 1.717 69 43 Ericsson Radio 8843 59.00 170 1.828 1.667 1.025 1.717 195 121 Decibel 844G90VTA-SX 59.00 23 1.828 1.667 1.025 1.717 26 16 Commscope JAHH- 59.00 414 1.828 1.667 1.025 1.717 474 294 Round Platform w/ Ha 59.00 2,000 1.828 1.667 1.025 1.717 2,290 1,419 VZW Unused Reserve: 59.00 1,415 1.828 1.667 1.025 1.717 1,620 1,004 2' HP Dish 52.00 90 1.420 0.322 0.452 0.675 41 64 Empty Sector Frame 48.00 1,200 1.210 0.014 0.262 0.313 250 852 Andrew ETT19V2Al2UB 38.00 44 0.758 -0.103 0.043 0.048 1 31 Nokia COVP 38.00 22 0.758 -0.103 0.043 0.048 1 16 Nokia AirScale Dual 38.00 168 0.758 -0.103 0.043 0.048 5 119 Nokia AirScale MAA 1 38.00 547 0.758 -0.103 0.043 0.048 18 388 Commscope FFHH-65C- 38.00 251 0.758 -0.103 0.043 0.048 8 178 Round Low Profile PI 38.00 4,500 0.758 -0.103 0.043 0.048 145 3,194 Samsung RFDO1F-26A 28.00 146 0.412 0.014 0.006 0.190 18 103 Samsung RRH-P4 (1.9 28.00 188 0.412 0.014 0.006 0.190 24 134 Samsung 64T64R Massi 28.00 430 0.4120.014 0.006 0.190 54 305 RFS APXVBBLL15X_43- 28.00 225 0.412 0.014 0.006 0.190 28 160 Flat Low Profile Pla 28.00 1,500 0.412 0.014 0.006 0.190 190 1,065 17,589 35.757 15.112 11.909 21.106 6,469 12,484 Page: 18 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -23.84 -6.49 0.00 -367.17 0.00 367.17 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.417 5.00 -23.24 -6.54 0.00 -334.71 0.00 334.71 1,554.22 777.11 1,714.17 858.36 0.12 -0.23 0.405 10.00 -22.65 -6.58 0.00 -301.99 0.00 301.99 1,511.71 755.86 1,604.66 803.52 0.49 -0.46 0.391 15.00 -22.08 -6.62 0.00 -269.07 0.00 269.07 1,466.63 733.31 1,496.04 749.13 1.10 -0.70 0.374 20.00 -21.54 -6.64 0.00 -235.99 0.00 235.99 1,407.65 703.83 1,377.57 689.81 1.95 -0.93 0.357 25.00 -21.21 -6.67 0.00 -202.77 0.00 202.77 1,348.68 674.34 1,263.99 632.93 3.05 -1.16 0.336 28.00 -17.56 -6.30 0.00 -182.75 0.00 182.75 1,313.29 656.64 1,198.18 599.98 3.82 -1.29 0.318 30.00 -17.34 -6.31 0.00 -170.15 0.00 170.15 1,289.70 644.85 1,155.29 578.50 4.38 -1.39 0.308 32.25 -16.92 -6.31 0.00 -155.96 0.00 155.96 1,263.16 631.58 1,107.97 554.81 5.06 -1.48 0.295 35.00 -16.69 -6.33 0.00 -138.61 0.00 138.61 909.75 454.88 796.04 398.61 5.95 -1.60 0.366 38.00 -8.87 -5.94 0.00 -119.61 0.00 119.61 891.50 445.75 757.91 379.52 7.00 -1.72 0.325 40.00 -8.55 -5.94 0.00 -107.73 0.00 107.73 879.09 439.55 732.79 366.94 7.74 -1.82 0.304 45.00 -8.36 -5.94 0.00 -78.01 0.00 78.01 847.24 423.62 671.15 336.07 9.76 -2.03 0.242 48.00 -6.58 -5.62 0.00 -60.18 0.00 60.18 827.38 413.69 634.85 317.90 11.07 -2.14 0.197 50.00 -6.46 -5.59 0.00 -48.95 0.00 48.95 809.69 404.85 607.86 304.38 11.98 -2.20 0.169 52.00 -6.17 -5.48 0.00 -37.77 0.00 37.77 792.00 396.00 581.45 291.16 12.92 -2.25 0.138 55.00 -5.96 -5.34 0.00 -21.34 0.00 21.34 765.46 382.73 542.94 271.87 14.35 -2.31 0.086 59.00 0.00 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 16.31 -2.34 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 16.80 -2.34 0.000 Page: 19 Site Number: 414339 Site Name: SEAQ ORILLIA ROAD WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Engineering Number: OAA733770_C3_01 6/11/2018 2:55:49 PM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -12.17 -6.47 0.00 -358.45 0.00 358.45 1,595.54 797.77 1,825.84 914.28 0.00 0.00 0.400 5.00 -11.84 -6.47 0.00 -326.10 0.00 326.10 1,554.22 777.11 1,714.17 858.36 0.12 -0.22 0.388 10.00 -11.53 -6.47 0.00 -293.74 0.00 293.74 1,511.71 755.86 1,604.66 803.52 0.48 -0.45 0.373 15.00 -11.23 -6.46 0.00 -261.40 0.00 261.40 1,466.63 733.31 1,496.04 749.13 1.07 -0.68 0.357 20.00 -10.94 -6.44 0.00 -229.11 0.00 229.11 1,407.65 703.83 1,377.57 689.81 1.90 -0.90 0.340 25.00 -10.77 -6.44 0.00 -196.90 0.00 196.90 1,348.68 674.34 1,263.99 632.93 2.97 -1.13 0.319 28.00 -8.90 -6.09 0.00 -177.56 0.00 177.56 1,313.29 656.64 1,198.18 599.98 3.72 -1.26 0.303 30.00 -8.78 -6.09 0.00 -165.38 0.00 165.38 1,289.70 644.85 1,155.29 578.50 4.27 -1.35 0.293 32.25 -8.56 -6.08 0.00 -151.68 0.00 151.68 1,263.16 631.58 1,107.97 554.81 4.93 -1.44 0.280 35.00 -8.44 -6.09 0.00 -134.97 0.00 134.97 909.75 454.88 796.04 398.61 5.79 -1.56 0.348 38.00 -4.45 -5.80 0.00 -116.71 0.00 116.71 891.50 445.75 757.91 379.52 6.81 -1.68 0.313 40.00 -4.28 -5.80 0.00 -105.11 0.00 105.11 879.09 439.55 732.79 366.94 7.53 -1.77 0.292 45.00 -4.17 -5.79 0.00 -76.13 0.00 76.13 847.24 423.62 671.15 336.07 9.50 -1.97 0.232 48.00 -3.26 -5.49 0.00 -58.77 0.00 58.77 827.38 413.69 634.85 317.90 10.77 -2.08 0.189 50.00 -3.20 -5.46 0.00 -47.80 0.00 47.80 809.69 404.85 607.86 304.38 11.66 -2.14 0.161 52.00 -3.05 -5.35 0.00 -36.88 0.00 36.88 792.00 396.00 581.45 291.16 12.57 -2.19 0.131 55.00 -2.95 -5.21 0.00 -20.84 0.00 20.84 765.46 382.73 542.94 271.87 13.97 -2.25 0.081 59.00 0.00 0.00 0.00 0.00 0.00 0.00 730.07 365.04 493.65 247.19 15.87 -2.28 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 16.35 -2.28 0.000 Page: 20 Site Number: 414339 Code: ANSI/TIA-222-G 0007 - 2018 by ATC IP LLC. 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Site Name: SEAQ ORILLIA ROAD WA, WA Engineering Number: 0AA733770_C3_01 6/11/2018 2:55:49 PM Customer: T -MOBILE Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) 1.2D + 1.6W 11.66 0.00 21.07 0.00 0.00 559.03 0.90 + 1.6W 11.64 0.00 15.79 0.00 0.00 553.47 1.2D + 1.0Di + 1.0Wi 1.17 0.00 28.12 0.00 0.00 55.56 (1.2 + 0.2Sds) * DL + E ELFM 4.58 0.00 23.85 0.00 0.00 222.83 (1.2 + 0.2Sds) * DL + E EMAM 6.49 0.00 23.84 0.00 0.00 367.17 (0.9 - 0.2Sds) * DL + E ELFM 4.56 0.00 12.17 0.00 0.00 217.98 (0.9 - 0.2Sds) * DL + E EMAM 6.47 0.00 12.17 0.00 0.00 358.45 1.0D + 1.0W 3.63 0.00 17.59 0.00 0.00 173.01 Page: 21 Elev Interaction (ft) Ratio 0.00 0.62 0.00 0.62 0.00 0.08 0.00 0.26 0.00 0.42 0.00 0.25 0.00 0.40 0.00 0.20 414339 - SEAQORILLIA ROAD WA, WA (0AA733770) A AMnRRCANT WER• 2:48 PM 6/11/2018 Base Plate & Anchor Rod Analysis Pole Dimensions Number of Sides Diameter Thickness 18 - 28.13 in 0.250 in Orientation Offset 0 Shape Width Thickness Grade Base Plate Square - 33 in 2 1/4 in A572-50 - Yield Strength, Fy r 50 r ksi Tensile Strength, Fu ( 65 i ksi Clip 6 in Orientation Offset 0 ` Anchor Rod Detail c n=0.55 Clear Distance 1 1 N/A in Applied Moment, Mu I 568.2 rk Bending Stress, 4Mn 1 1041.6 k Arrangement Quantity Diameter, 0 Bolt Circle Grade Original Anchor Rods Cluster - 4 - 2 1/4 in 34 in A615-75 Yield Strength, Fy Tensile Strength, Fu Spacing Orientation Offset 75 ksi 100 ksi 6.0 in 0 Applied Force, Pu Anchor Rods, 4Pn r 202.2 k 259.8 k Base Reactions Moment, Mu Axial, Pu Shear, Vu 559.0 21.1 11.7 k -ft k k Neutral Axis 45 Report Capacities Component Capacity Result Base Plate 55% Pass Anchor Rods 78% Pass Dwyidag - - X:\S-V\SEAQ ORILLIA ROAD WA, WA (414339)\0AA733770 T-MOBILE\0AA733770_01_CUST_STRUCTRL\Monopole.Base-Plate-and-Anchor-Rod.v1.3 Checked By: Trevor.Ridilla Calculations for Monopole Base Plate & Anchor Rod Analysis Reaction Distribution Reaction Shear Moment Vu Mu Factor Base Forces 11.7 559.0 1.00 Anchor Rod Forces Geometric Properties Section Gross Individual Threads Moment Net Area Area Inertia per Inch of Inertia Pole 21.7859 1.2103 0.0253 2117.21 11.7 559.0 1.00 Bolt Additional Bolt (Grpl) Forces Additional Bolt (Grp2) Forces Dywidag Forces Stiffener Forces Base Plate Shape Width, W Thickness, t Yield Strength, Fy Tensile Strength, Fu Base Plate Chord Detail Type Detail Factor Clear Distance Square - 33 in 2.25 in 50 ksi 65 ksi 17.254 in 0.55 N/A External Base Plate Chord Length AA 18.289 Additional AA 0.000 23.147 568.2 1041.6 0.546 Section Modulus, Z Applied Moment, Mu Bending Capacity, 4Mn Capacity, Mu/4Mn Chord Length AB Additional AB Section Modulus, Z Applied Moment, Mu Bending Capacity, 4Mn Capacity, Mu/4Mn Bend Line Length Additional Bend Line Section Modulus, Z Applied Moment, Mu Bending Capacity, 4iMn Capacity, Mu/4Mn 17.851 0.000 22.593 523.9 1016.7 0.515 0.000 0.000 0.000 0.0 0.0 Internal Base Plate Arc Length Section Modulus, Z Moment Arm Applied Moment, Mu Bending Capacity, 4Mn Capacity, Mu4Mn in in in3 k -ft k -ft OK in in in3 k -ft k -ft OK in in in3 k -ft k -ft 0.000 in 0.000 in3 0.000 in 0.0 k -ft 0.0 k -ft 3.9761 3.2477 0.8393 4.5 1880.52 Boltl Bolt2 Dywidag Stiffener Anchor Rods Anchor Rod Quantity, N Rod Diameter, d Bolt Circle, BC Yield Strength, Fy Tensile Strength, Fu Applied Axial, Pu Applied Shear, Vu Compressive Capacity, (1)Pn Tensile Capacity, 4Rnt Interaction Capacity 4 2.25 34 75 100 202.2 0.0 259.8 0.778 0.778 in in ksi ksi k k k OK OK Additional Bolt Group 1 Bolt Quantity, N Bolt Diameter, d Bolt Circle, BC Yield Strength, Fy Tensile Strength, Fu Applied Axial, Pu Applied Shear, Vu Compressive Capacity, 4Pn Compressive Capacity, 4Pn Interaction Capacity 0 0 0 0 0 0.0 0.0 0.0 in in ksi ksi k k k Additional Bolt Group 2 Bolt Quantity, N Bolt Diameter, d Bolt Circle, BC Yield Strength, Fy Tensile Strength, Fu Applied Axial, Pu Applied Shear, Vu Compressive Capacity, cl)Pn Compressive Capacity, cl)Pn Interaction Capacity 0 0 0 0 0 0.0 0.0 0.0 in in ksi ksi k k k Dywidag Reinforcement Dywidag Quantity, N Dywidag Diameter, d Bolt Circle, BC Yield Strength, Fy Tensile Strength, Fu Applied Axial, Pu Compressive Capacity, 4Pn Capacity, Pu/cPn 0 2.5 in 35.01 in 80 ksi 100 ksi 0.0 k 0.0 k Base Plate Stiffeners Applied Axial Force, Pu 0.0 k Applied Horizontal Force, Vu 0.00 k Vertical Weld Vert. -to -Stiffener a=e,/I Spacing Ratio, k Weld Coefficient, C Compressive Capacity, en Vert. -to -Plate a=e,/I Spacing Ratio, k Weld Coefficient, C Shear Capacity, 4Vn Pu/4>nPn + vu/(1)vvn Horizontal Weld Horz: to -Stiffener a=e,JI Spacing Ratio, k Weld Coefficient, C Effective Fillet Compressive Capacity, en Horz: to -Pole a=e,/I Spacing Ratio, k Weld Coefficient, C Shear Capacity, 41 Vn Pu/�PPn + Vu/WvVn Plate Tension Gross Cross Section Net Cross Section Tensile Capacity, 4Tn Capacity, Tu/4Tn #DIV/0! - #DIV/0! - #DIV/0! - #DIV/0! k #DIV/0! - #DIV/0! - #DIV/0! - #DIV/0! k 0.000 #DIV/0! - #DIV/0! - 0.000 in #DIV/0! k #DIV/0! - #DIV/0! #DIV/0! - #DIV/0! k 0.000 0.000 0.0 Plate Compression Radius of Gyration #DIV/0! kl/r #DIV/0! 4.71 /(E/Fy) 0.00 Buckling Stress(Fe) 0.0 Crit. Buckling Stress(Fcr) 0.0 Compressive Capacity, 4)Pn 0.0 Capacity, Pu/4Pn in2 in2 k in3 ksi k 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 25, 2019 Owen Nason 408 South Eage Road suite 200 Eagle, ID 83616 RE: Request for Extension #1 Permit Number D18-0268 Dear Mr. Nason, This letter is in response to your written request for an extension to Permit D18-0268. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 27, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Ja77e1 Salazar Permit Techilician File: Permit No. D18-0268 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 POWDER RIVER Development Services, LLC February 12, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RECEIVED FEB 19 2019 Community Development Powder River Development Services, LLC 408 South Eagle Road, Suite 200 Eagle, ID 83616 (208) 938-8844 office (208) 938-8855 fax www.powderriverdev.com Subject: Permit Extension Request — Permit D18-0268 Site No: 414339 / SE03858A / Bow Lake Site Address: 18700 Orillia Road South, Seattle, WA 98188 Parcel # 3523049037 Dear Building Department, RECEIVED CITY OF TIJKWILA FEB 1 9 2019 PE+ilri�; (.;iiNTER Powder River Development Services is representing American Tower Corporation (ATC) regarding the T -Mobile network upgrade project at an existing wireless communication facility in the City of Tukwila, referenced above. I received the enclosed letter in the mail recently and would like to officially request a 90 -day extension for the subject permit. The project is slightly delayed due to a product shortage. The nominated contractor will be able to come in and pull this permit within the extended period. If you have any questions or concerns related to this extension, please feel free to contact me. appreciate your assistance. Respectfully, Weston Jorgenson Powder River Development Services, LLC Weston.Jorgenson@powderriverdev.com (832) 679-7632 — Phone 1' Request for Extension # 7 t i Current Expiration Date: ); Extension Request: :4 Approved for 1e—d days _I Denied (provide explan;aiion) Signature/Initials 2/7/2019 0 City of Tukwila Department of Community Development OWEN NASON 408 SOUTH EAGE ROAD, STE 200 EAGLE, ID 83616 RE: Permit Application No. D18-0268 AMERICAN TOWER CORP/T-MOBILE 18800 ORILLIA RD S Dear OWEN NASON, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/27/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 3/27/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Jazzel Salzar Permit Technician File No: D18-0268 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 cDPERMIT COORD CON rl PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0268 DATE: 08/29/18 PROJECT NAME: AMERICAN TOWER CORP/T-MOBILE SITE ADDRESS: 18800 ORILLIA ROAD S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: �11U� wilding Division Public Wor s icc NDS Fire Prevention Structural r(? ©I\'1 Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/18 ❑ Approved with Conditions ri Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 1-tolne Espanol Contact Safety & Health Claims & Insurance A Washington State Department of 4) Labor & industries 0 Search L&I A-7. Index Help My I.&..l Workplace Rights Trades & Licensing A&M COMMUNICATIONS INC Owner or tradesperson Principals SONNABEND, WILLIAM KIRK, PRESIDENT Doing business as A&M COMMUNICATIONS INC WA UBI No. 603 541 882 202 NE 181st Ave Suite A PORTLAND, OR 97230 503-320-3858 Business type Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MCOMMCI839KC Effective — expiration 05/03/2017— 05/03/2021 Bond Western Surety Co Bond account no. 63139039 $12,000.00 Received by L&I Effective date 05/03/2017 04/12/2017 Expiration date Until Canceled Insurance Ohio Cas Ins Co $1,000,000.00 Policy no. BKS57894130 Received by L&I Effective date 03/26/2019 03/22/2019 Expiration date 03/22/2020 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve r"\ Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health ,© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve